Assignments writing tips for students

Assignments writing tips for students Assignments writing tips Every student, studying at high school, college or university, is often assigned to write an academic paper. The assignment can mean writing an essay, a research paper, a term paper, a report, a review or any other kind of paper. Professors all over the world have a common opinion that it helps to evaluate both students writing skills and talent, their capacity to express thoughts in a clear form, build solid argumentation, and use the available information. For sure, writing different kinds of assignments is a skill that requires constant development. Therefore, most students want to improve their skills and make the writing process more efficient and less boring. In some cases, achieving this objective is quite demanding. One needs to develop certain techniques and to use different tools. Academic writing requires excellent grammar and spelling. If you have any problems with it, you can start a personal journal of your mistakes. It is very profitable to write down the rules you often forget about, and misspelled or misused words, etc. In addition, it would be wrong to avoid using online resources for improving English. The Internet is full of resources with great amount of helpful information on writing. You can learn numerous tips on avoiding common mistakes with the help of clear and understandable techniques, and then write the assignment given by your professor perfectly. Certainly, enrichment of your vocabulary is a very important part of writing skills. The more words you hold the better papers you can produce. The obvious advice for this would be reading various books and articles, but there are also some other interesting options you might want to explore. For example, Visuwords is a superb online dictionary where you can construct visual words associations and get an explanation of their meanings. This service is very profitable and helpful when you have to find proper terms and build complex sentences. Also, you can use Merriam-Webster Visual Dictionary if you have any doubts about using the right terms when writing assignments. Many students find it quite difficult to start writing and feel anxious looking at the blank page. If you find writing an outline for the homework assignment a real challenge, follow these easy tips. It does not matter, what kind of paper you are assigned to complete, taking some time to write down an outline for it will help you in gathering information and starting your work.You will get a better result if you ask someone to check your academic essay draft and help you rewrite it correctly. It is a better case than to receive a constructive feedback from your professor on the completed paper that cannot be revised. If someone proofreads your paper, you get an opportunity to work on it and improve it. You can ask the professor to set a deadline for completing the draft a few days before the final due date to assist you with correcting the mistakes in the school assignment. Alternatively, you may just ask him to check your draft and comment on it individually. One more essential advice for students, who want to succeed in writing assignment, is to write more frequently. Remember, the more you write the better. Every completed paper is a great opportunity to improve writing skills. Use your free time for creative writing and you will be impressed how much your skills have been polished. If you still have any difficulties with homework assignments, you may look through somes of customized essays and other academic papers at the websites of custom writing companies. Such examples may serve as benchmarks for your future assignments. Feel free to turn to the assignment writing service and ask for professional assistance from highly skilled writers.

The Rise of the Networks essays

The Rise of the Networks essays Information economy or the other words, knowledge economy is vey hot in the last two years in China though a lot of people still have no clear idear about this conception. American economic structure's change gives us a good example. In my personal opinion that the most part in the world still keep in the production economy, however they also make a change to adapt new information economy. When we talk about the information economy, we couldn't pass the information technology revolution. It is the material basis for the information economy. Through the advance technology,the capital ,the information, the market and the lad can be connected making a global one. Also we shall realize that old society's attemp to retool itself by using the power of technology to derve the technology of power. The main charcterof the information economy is that the productivity is based on the capacity to generate,process, and apply efficiently knowledge-based information. The information itself to become the product of the production process. First the pure manufacturing is slowing dwn in the whole economy. It will not be vanished, but is increasing throughpartly hidden avenues, in expanding circles. Technology,and management of technology involving organizational change, could be diffusing from information technologymanufacturing ,telecommunications,and finanical services into manufacturing ,then to business service. Obviousely, the services industry in U.S or other G-7 cuntries, such as telecommunications, air transportantion, increase very fast The dynamics of the economy growth is not the engery but the information and knowledge based technology. In this process, the state act as an important role. Since the mid-1980s states all over the world have also engaged in deregulating markets and privatizing public companies. At the same time, states make technological and educational policies in order to improving the power of country's competiti...

The role of Finance and Accounting in Business Essay

The role of Finance and Accounting in Business - Essay Example Therefore, to sell at a breakeven price, 100 bags need to be sold. The amount of funding that need to be raised is $ 500. To get the number of bags that need to be sold to raise the $ 500 net income, we derive another equation by equating number of baskets to z. z*3 + (all the fixed costs) = z*5-$ 500†¦Ã¢â‚¬ ¦Ã¢â‚¬ ¦ (5). 3z +$ 200= 5z -$ 500 Bringing like terms together; $ 700= 2z which gives a z value of 350 bags. The total figure of 350 bags is not realistic since only 100 customers are available. At this point, measures to trim down the charge of the bags. The marketing and distribution charges (advert, posters and vendor charges) add a significant percentage to the initial cost. The charges take 40% of the total cost. Although marketing and supply chain requires input, it should not add excessive expenditure in the total cost as it might lead to customer suppression in the final product price. To override the cost larger volumes of the commodity should be sold, as in the ca se scenario above. If it was possible to sell all the 350 bags, the fixed costs would have no significant effect and the income would be generated. Since the customer number is limited to 100, other measures have to be taken to reduce the fixed charges or override them. Charges need to be prioritized according to necessity. Both posters and College newspaper adverts communicate the same thing. It would be wise to evaluate the most efficient means of capturing sales. If an advert is placed in the newspaper, it might not capture a lot of attention to students who do not read it. It might, however, capture the attention of the staff. Posters, on the other hand, might do the trick when strategically placed within the college premises. They would be placed on all main notice boards, lecture rooms and corridors. These would easily catch the attention than a page in a newspaper. If only posters are used, the fixed charges will reduce by a considerable proportion. Considering the equation 2 above, the new cost would be $ 400. The net income will be $ 100. If the newspaper is favored than the posters, the net income amounts to $ 60. In a scenario where both charges are scrapped, the only cost will be that of shipping the baskets and the new net income would be $ 160. However, this would jeopardize the sale due to low awareness. Still, a net income of $ 500 will not be realized. The other approach will be setting up a higher sale price for the basket. Since the purpose of the sales drive is to raise funds for scholarships, an exaggerated price would not necessarily have a negative impact. The valentines’ period is also characterized by increased spending. By taking this position and selling the bags at a price of $ 9, while scrapping the newspaper and retaining the poster advert it would be possible to obtain the net income of $ 500 as shown in the equation below; Total cost = (3*100) + (cost of poster supplies$60) + (Vendor charges$ 40) = $ 400. Total sales= $9* 100=$ 900 Net income = $900-$400=$500 The resulting price is triple the initial cost of the basket. This would have a risk of reducing the purchasing power especially if the role of the fundraiser is not elaborated enough. By

Managing Absence Assignment Example | Topics and Well Written Essays - 2750 words

Managing Absence - Assignment Example This leads to poor and staggered service to customers, as agency employees, being untrained and raw, could never do justice to customers without bungling or making glaring mistakes. Problem of delayed service is very common and Line managers have to deal with unpleasant customer complaints, which sometimes, run for days and months, causing immense man-hour loss over trivia. If not attended sincerely and find suitable solutions, Company will lose the carefully nurtured image and goodwill in the market, not to mention facing the unpleasant and enraged reactions from the customers. Temporary staff is unsuitable for another reason that it needs more guidance and managers have to frequently accompany them to see that serious errors do not occur. This naturally results in distraction and wastage of managers' precious working time. Recruitment and staff turnover of the Company in recent years has become noticeably frequent and this is financially undesirable1. It is a matter of serious concern that unforeseen absences are creating major problems to management and managers and hence, are unpleasant to the image of the Company. The gravity of the situation is acute as absenteeism can result in service failures, recovery actions, implications etc. There are instances when Company was even drawn into unpleasant legal battles and this shows that prevention and solution both are immediately needed. Managing absence and its effect on productivity and efficiency is no small concern, and it is desirable to get practical advice to deal with long and short-term absences, ill health and absence resulting from working stress. It is essential to assess the damage to Company and inconvenience to managers who are forced to reorganise the entire group to set it rolling. Costs of frequent re-organisations cannot be ignored either. The downward trend in Company performance is creating an unhealthy atmosphere2. Reasons and excuses of sickness should be considered against the real sickness, manager bullying, children responsibility, exhaustion, depression, old relatives and their responsibility, their hospitalisation, sickness of tiny children and partner or husband etc. Handling absenteeism with professional help and on the basis of research already done is essential. Diagnosing problems, identifying weak spots, controlling systems and spotting training requirements for heads of department, line managers and team managers on how to deal with persistent absentees is important. Consulting employment law consultants and human resource professionals and frequent meetings with employee relations officers is another form of tackling this evil. In house legal advisers should be consulted for further actions against the absentees. Possibilities of future damage repair like in-house training; continuing professional development focussed on developing the employee's full potential, encouraging interactions, advising on employment law issues and practical law issues could guide strategy mapping. This will also involve line management solutions, return to work interviews, and frequent monitoring. It is better to involve employee work commitment, peer pressure, and medical opinion etc. and arrive at a decision after going through every aspect of absenteeism including from the

Tumour Immunotherapy Essay Example | Topics and Well Written Essays - 1500 words

Tumour Immunotherapy - Essay Example One such treatment option is known as immunotherapy (also known as biologic therapy or biotherapy) in which the body's immune mechanism is utilized to fight against cancer. Immunotherapy includes active immunotherapy (cancer vaccines) and passive immunotherapy (monoclonal antibodies). Active immunotherapy stimulates the body's own immune system to fight the disease; on the other hand passive immunotherapy utilizes immune system components (such as monoclonal antibodies) which have been created outside the body (Waldmann, 269). Active immunotherapy against cancer has been much less active against cancer in comparison to other infectious diseases. Even though vaccines (targeted against cancer antigens) for providing protection against various cancers, (especially cancer cervix) have been developed, their efficacy has yet not been significantly proven (Waldmann, 270). Besides the limited success with active immunization, there may be many challenges which may reduce the efficacy of active immunization. The review of literature by Waldman (269-272) discusses some of these challenges and the ways to deal with them. One of the main challenges is identification of antigens on tumour tissue (tumour rejection antigens) which can produce rejection in the host by producing an elaborate T-cell response. Some of the tumour rejection antigens include tumour specific antigens, the results of mutations, viral antigens in cancers associated with viruses and tumour specific differentiation antigens (Waldmann, 269).One meth od of defining cancer associated antigens is to define antigens recognized by the tumour bearing host by identifying the circulating antibodies developed against tumour antigens in the host. Technique of serological identification by recombinant expression cloning called SEREX is used to identify circulating IgG that are specific to the tumour antigens. Screening cDNA libraries from tissues using tumour reactive T-cell lines and clones, followed by mass spectrophotometeric analysis is another approach that can be used (Waldmann, 269, 270).Other ways of improving the efficacy of active immunization include: enhancement of the function of antigen presenting cells by inducing the maturation of dendridic cells using agents like GM-CSF, IL-4, TNF-, etc. Efforts have been made to enhance the function of T-cells. Certain cytokines have been introduced into the vaccine preparations in order to improve their efficacy. Assays of measuring vaccine efficacy by measuring their cytotoxicity, cyto kine secretion etc have also been developed (Waldmann, 272). Challenges associated with passive immunotherapy Inactivation of transferred anti-tumour T cells for immunotherapy by the "hostile" immunosuppressive microenvironment created by the tumour tissue has currently limited the scope of passive immunotherapy. However in future there is a possibility to develop better and more effective immunotherapies by adopting inactivating mechanisms, which would protect anti-tumor T cells in the tumour microenvironment, thereby resulting in the destruction of the cancerous tissue. One such immunosupressive mechanism involves cAMP-elevating Gs-protein coupledA2 receptors. These receptors

Geotechnical Structure For Basement Car Park

Geotechnical Structure For Basement Car Park Abstract The aim of this design/investigate project is to design a geotechnical structure for a basement car park. The objective of the project is to maximize the parking area available by designing a permanent retaining structure for a basement car park during construction excavation. The various types of retaining structure will be compared and considered first by logical and engineering point of view which includes several aspect includes durability, cost, sustainability and environmental impact. For design purposes, BS EN 1997 -1 :2004 Eurocode 7 is used to design the main retaining structure and temporary works necessary. The design considered Ultimate Limit State of a structure which takes structure stability into accounts. Chapter 1 Introduction Brief Introduction A hotel chain wishes to use land previously serving as a car park for a new accommodation block. Car parking space to service this is to be constructed beneath the new structure. Therefore, a geotechnical retaining structure needed to be design to support the soil during construction and after construction. A plan view and elevation view of the site is given and also list of requirement for this project are given too. Project Design Design of the main retaining walls Design of any temporary work necessary Detail of the Project Site This is an urban Brown Field site. The previous use was known to be low rise domestic structures followed by conversion to a car parking space. The site is flanked on three sides by public highway and a desk study reveals services as indicated in (Figure 1.1) Site Plan. Extensive site investigation has been undertaken in the past. The interpreted geological profile is indicated in Figure 1 too. The interpreted geotechnical design parameters are summarized in Table 1.1. General Arrangement The proposed scheme is shown in plan and sectional elevation in Figure 1. The new extension is to be developed on the existing car parking area and includes an extended basement as indicated. Construction Restraint One of the key constraints concerns the noise and vibration limits imposed. The project requirement is to keep the existing hotel buildings around the proposed structure in full operation throughout the construction period. The limits proposed by the local authority are given in Table 1.2 below. It is also clear that the basement excavation will affect the rafted foundation to the original hotel wing. To ensure that the serviceability of this structure is assured it has been deemed necessary to limit the lateral deflections of the new basement walls at 20 mm into the excavation. The construction site is very close to a public sewer which runs in the highway footpath near one site boundary. Therefore, this aspect had been considered in the final decision for choosing types of retaining structure. Construction Time Rates And Costs As in many construction projects the speed of construction influences overall cost. In this case it is essential that the new hotel is operational in the minimum possible of time. Notional construction costs and time rates are indicated in Table 3. These figures have been given for the purposes of the project. The overhead rate for possession of the site, fixed costs for establishment and use of site area are shown in the Table 3 too. The construction sequences is to be assumed that activities above and below ground can be run in parallel but above and below ground activities are sequential. Chapter 2 Site/Soil Profile 2.1 Soil Description and Classification To understand the soil profile and the behavior of every single type of soil is an important step for a geotechnical engineer before starting any design works. In general, soil is kind of mineral particles formed by the weathering of rocks which weakly cemented or uncemented [1]. The void space between the particles contain water and/or air [1]. Weak cementation are due to carbonates or oxides precipitated between the particles or due to organic matter [1]. There is several type of soil. Every type of soil is classified in different categories by their particle size. The three main type of soil are Sands/Gravel, Silts, and Clays. Particle sizes in soils can vary from over 100mm to less than 0.001mm. The particle size distribution of a coarse-grained soil is to be determined by the method of sieving [1]. The typical size of soil ranges is shown in Figure 2.1 below.figure 2.1.jpg Basically, the terms clay , silt , sand or gravel are used to differ the sizes of soil and type of soils. Two or more size usually consists in a graded mixture of particles [1]. For example, it is not necessarily all clay size particles are clay mineral particles because clay normally consist of particles in both the clay size and silt size ranges where clay is type of soil possessing cohesion and plasticity [1]. In general, a cohesive soil is said that if the particles adhere after wetting and subsequent drying and if significant force is then required to crumble the soil [1]. 2.2 Borehole Data A set of borehole data (Figure 2.4) is given for design purposes.Figure 2.4.jpg From the borehole data given shows that water table on the site is 1m below the ground level. From top level to 3m below is a kind of coarse gravel. It is then followed by soft to firm grey brown slightly sandy clay (alluvium) and mixture of soft brown very silty clay down to 6m below ground level. From 6m below ground level to 7.5m, the soil is covered by loose brown clayey silt. It is then followed by loose to medium dense red brown silty clayey sand with a 4.5m depth. From 12m to 16m below ground level the soil is covered by large amount of gravel. A simplify table of soil in the site is shown in table 2.1 below for better and clearler understanding. Borehole Data Depth 0 0.2 Tarmacadam surfacing ( MADE GROUND) 0.2 3.0 Dark grey angular to sub-rounded coarse gravel with ash, concrete and rubble fragments (FILL) 3.0 6.0 Soft to firm grey brown slightly sandy CLAY with some organic matter (alluvium) Very soft to soft brown very silty CLAY 6.0 7.50 Loose brown clayey SILT (alluvium) 7.50 12.0 Loose to medium dense red-brown silty clayey SAND with occasional sub-angular fine to medium gravel of sandstone (alluvium) 12.0 16.0 Loose to medium dense, becoming dense red grey silty very sandy, sub rounded GRAVEL (alluvium) 16.0 22.95 Weathered MARL Reddy brown and grey green weathered (iii iv) weak MUDSTONE Chapter 3 Types of Retaining Structure There are several factors that influence the difficulty of basement design and construction. These factors normally are existing problems on the site and cannot be easily changed. Engineers somehow need to go for different option when designing structure to overcome the constraints. For example, the location of the proposed structure, proposed use of the structure, groundwater, the site surrounding existing structure and services. The type of basement wall will be then selected to support soils and groundwater of the basement and also to design as economically as possible. The walling or sheeting selected for this project is to provide temporary soil support for permanent substructure construction, or it may also serve as soil retention. The walling or sheeting will be selected after comparison in terms of cost and time, constructability and etc. Several methods include the following. Plate and anchor wall King post wall Contigous bored piling Secant piling Steel sheet piling Diaphragm walls Reinforced concrete cast in situ Reinforced concrete precast Post-tensioned Soldier piling 3.1 Brief Introduction for each Options i) Plate and Anchor Wall by underpining The total excavation depth of basement work is typically fall in the range 8 to 12m and also the ground conditions are dry and able to support 1.5 2m face deep[2]. The anchored plate method is an economical temporary wall support. Pre-grouting is to be used in granular soils where the soils were unable to stand unsupported to this modest depth [2]. Figure 4.2.jpg ii ) King Post Wall King Post method is usually popular for two following factor which is cheapness of materials by using timber and economy method of boring by using power augers. This method require boring holes on wall line at 2 3m centre depending on soil strength, depth of excavation and surcharges loads. The hole is then placed with vertical beam and to be concreted with lean mix concrete at the base of each joist below final formation level [2]. King post wall usually used as a temporary soil support and to be used in dry or dewatered soils. Vertical settlements of wall is one of the disadvantages where failure of vertical force transferring to the base of pile. iii ) Contigous Bored Pile Wall Bored pile wall is usually used as an economic and efficient method for retaining structure. This techniques is very suitable for deep basements excavation and underground structure where working space is limited. This method prevent large amount of soil excavation and also help to control ground movements. Piles are usually drills into ground by using continuous flight auger (CFA) with a certain gap distance between piles. A maximum length of piles is usually around 20m depending on ground condition. Contiguous bored pile wall is not suitable for site with high water level due to the gaps between piles. Advantages of contiguous pile walls are : Comparative low cost and speed of construction Low level of sound pollution ( low level of vibration) Pile can be drill in limited spaces Has the ability to minimize the distance between bored pile wall and existing wall for small excavation depthcontiguous bored pile wall.jpg iv ) Secant Piles Disadvantages of contiguous bored pile are overcome by using secant piles where interlocking method is introduced. Secant pile walls are constructed by concreting primary (female) piles first then secondary (piles) are bored through female piles before concrete reach full strength [2]. By this the piles forms overlapping between each other. Advantages : a)Can be installed in hard ground (cobbles /boulders) b)Low noise pollution c) Better wall stiffness compare to sheet piles secant-pilingBig.jpg v ) Sheet Pile Wall Sheet Pile wall are made up from a group of piles that interlock each other and is driven into the soil. Most sheet pile wall nowadays is using steel sheet which fabricated in factory. The use of sheet pile for temporary soil support for basement at urban area is not that popular where noise is the main constraint. Sheet pile may be installed using hydraulic can reduce the noise pollution. Sheet pile wall can be design as cantilever wall or anchored wall depends on the basement depth and soil condition that vary. Advantages : a) High resistance to driving stresses. b) Sheet can be reuse c) Easy to install Disadvantages : a) Sheet pile can hardly be use as permanent structure. b) Installation of piles are hard where soil contain boulders and cobblers c) Noise pollution (High vibration) vi ) Diaphragm walls Diaphragm walls are reinforced concrete wall constructed in slurry supported by machine digging a trench in panels of certain length. This slurry can be bentonite slurry where has thixotropic properties [8]. The wall is first constructed in short panels length, by installing reinforced cages and concreting, then later intermediate panels are excavated to complete the whole wall. There is 3 type of diaphragm walls in use in industry, which is cast in-situ diaphragm wall, precast reinforced diaphragm wall and post-tensioned diaphragm wall. Advantages : a) Allow effective transfer of vertical load from the building to subsoil b) Minimum noise and vibration disturbance c) Allow construction on limited site area. 3.2 Comparison of each option A table (table 3.2) of matrix below is to compare the advantages and disadvantages of several retaining structure. This comparison results will shows the most suitable retaining wall to design and construct for this project. Durability Durability is not usually a problem for a temporary wall depending on the soil condition. But when wall is to be design as a permanent structure, the wall should satisfy the durability requirement where wall should reach design life. For example, durability requirement for concrete wall depends on the design life, cement content, water cement ratio, cover of reinforcement and also quality of workmanship. Rigidity Rigidity means a structure property that does not bend under an applied force in vertical or horizontal load [10]. Different type of retaining walls could sustain different loading. Some walls are good in resisting vertical loading and does not bend but some walls can only sustain horizontal force. For example, reinforced diaphragm wall is much more rigid than a sheet pile wall. Reinforced concrete diaphragm wall can be design as a permanent structure that carry load from superstructure above and does not bend in any way. Comparing 6 types of retaining structure above, Diaphragm walls, contiguous pile wall and secant pile walls are three best on rigidity. Constructability on Site Constructability of a structure means a structure to be constructed on site easily from start to finish by fulfilling clients requirement. Constructability also means ease of construction. A constructability review must be done before starting any construction process to prevent error, construction delay or cost overrun [11]. The space to construct the proposed structure is limited. Figure 1.1 shows that a existing sewer pipe line is 1m beside the proposed structure on the right and also a existing structure 2m far from the proposed building on the left. One of the project requirement is to minimize the sound of construction in urban area. Choice of excavation is limited to prevent any damage to the existing properties. Trench excavation is ideal for this project. Therefore, constructing diaphragm wall is the best solution where diaphragm wall can be constructed in limited space by using trench excavation, low noise produce and machinery is not big. Soil Condition The soil profile is needed to take into consideration when designing retaining structure. Some structures construction is hardly to process when the soil contains cobbles or boulders. Most of the structure is suitable to be constructs on this project site because of the clayey soil from ground level to a minimum depth of 12m. Only when initial design for retaining structure with required depth over 12m into gravel layer, retaining structure like diaphragm wall is not that suitable due to the stability of wall. Water Table Ground water on site are mainly from rainfall or groundwater flow through soil from rivers and seas [2]. By reducing the groundwater within the excavation depth and structure depth by dewatering process will increase the strength of soil as the pore water pressure is reduced. Groundwater control is crucial to prevent any leakage of water into the basement car park or cause instability of structure, for example, ground heave. Retaining wall usually acts as a groundwater cut off. Several alternative ways of groundwater cut-off are: To lower the groundwater by temporary dewatering process where ground movement is to be considered. Temporary sump pumping is to be done is ground is sufficiently impermeable Excavation is to be done under water and so permanent wall is to be construct under water by tremie concreting techniques. Diaphragm wall serves as a good water barrier compare to sheet pile or secant piles where sheet pile might corrode and water will flow through the gap between secant pile. Depth of wall Designer needs to consider the depth of a retaining structure can be construct. Some structure is cheaper to be built in deeper depth compare to shallow depth. Table 3.1 shows the different type of retaining structure that can be construct up to the maximum height of wall in order for the structure to stay stable and safe. Storage of Materials Proper storage of raw materials is very important for a construction. Raw materials like reinforcement cages, cement, sand, and etc. needed to be on site on time to prevent any delay of construction. For example, steel sheet and reinforcement cages both are made in large size and needed large space to store up. Therefore, it is worth to consider this problem when choosing a retaining structure. Environmental Impact Environmental impact is one designer to be consider when structure is construct in urban area. The choice of wall can affect the environmental during construction, during in use and demolition [12]. Three main causes to environmental impacts:- During Installation Noise and vibration when boring pile. (sheet piling) Number of vehicle used. Use of sustainable materials (Guidewall construction for diaphragm wall) When used Effects on groundwater around the wall. End of life Ease of removal Ability of material to be reused 3.3 Final Decision Diaphragm wall is to be used for my design project. FUCK WHAT TO WRITE o0o Chapter 4 Diaphragm Wall 4.1 Preplanning and Design For designing purposes and construction of diaphragm walls, a number of item require to be considered in preplanning and design of diaphragm wall. Excavation Sequence The sequence of excavation from ground level to the basement walls is to be well planned to minimize rig movement and to avoid changing places and moving of pipework from panel to panel of panel excavation. Soil dump truck, slurry removal vehicle, cranes and concrete mixing trucks, and to allow curing of concrete in completed panels are all parts of construction and excavation sequence that needed to be well planned. Guide Trench Construction The successful of trench excavation for diaphragm wall depends on the temporary guide wall. The guide walls must be design and construct to be robust to avoid any movement due to extreme loads from excavation rig service cranes or placement of reinforcement cages and reaction from stop end jacking systems. In some construction, reuseable precast concrete guide wall had been used and be interlocked each other by bolted to ensure the same standard of rigidity as in-situ cast concrete wall [2]. Panel Size Diaphragm wall is to be constructed by a panel trench excavation first. The panel length typically will vary from a minimum of one grab bite (trench excavation machine grab width) to a multiple of grab bites which will extend to 7m. A grab bites vary between 2.3 and 2.8m depending on machine used. The panel length include two stop ends for the primary panels (Stop ends will be discussed on following pages). Secondary panels are those panels dug between two concreted panels. The panel length is limited to a certain length, and therefore panel volume, this is to ensure that sufficient concrete can be fill up the whole panel within concreting period in a day. This takes maximum daily working hours and concrete supply into account. Panel size more depends on designer and contractor decision. Wall-Slab Construction Joints Joints between basement floors slabs and wall is to be design carefully because the joints can transmit vertical shear and bending moment which could cause instability of structure and basement. Bend out bars and Threaded-end couplers are both used in the joints. Reinforcement cage The depth of diaphragm wall has led to the size of reinforcement cages. These cages are usually fix off-site and delivered to site when is needed. The maximum length of cages is restricted because of transportation of long and large cages. Slot for Tremie Tubes A tremie tube is used to ensure concrete is placed in correct position and that no separation of aggregate occurs during concreting pouring concrete from top to bottom of walls. Therefore, reinforcement cage is to be designed to allow sufficient access for tremie tubes. For some construction of diaphragm with large panels, two tremie is to be used to maintain the concreting rate of 60 to 80m3 per hour. 4.2 Construction Sequence End Of Construction Site Clearing Top Down Basement Construction Diaphragm Wall Construction Site Preparation 4.3 Work to be Done 4.3.1 Site Preparation Basement and retaining wall construction methods involve a high degree of mechanization. A clear working space give maximum mobility for machinery, materials and workers, hence optimize the working speeds increasing construction period. Therefore, several steps are needed to be done before any construction work progress. For example, temporary road should be provided to achieve a rapid tempo of construction in wet or dry weather. Traffic Management Local authorities are highly concern on the traffic management especially in urban area. Construction in central of urban area could cause serious traffic congestion due to slow moving construction vehicles and parts of road are occupied by machinery. A slightly highway direction will be changed on A marked in figure 4.2 below to provide access for construction vehicle into the site. On road marked A in figure 4.2, the road is to be assumed that is a typical single lane carriageway. Therefore, the road length will be slightly reduced nearby the construction site. An alternative road for vehicle towards junction is to be proposed to local authorities to prevent any traffic congestion. Clear barricades and road sign will be provided along the road closure. Location of Underground Services Site preparation in urban area includes tracing and clear marking of existing services includes underground telephone, power cables, water and sewer pipe, gas pipe, etc. Underground services is to be assumed to present in any circumstances. Trench excavation is more likely to encounter underground service in the face of excavation parallel to the line of excavation [13]. Many serious accidents have been caused by men or machines when underground services are struck, penetrated or during excavation. Electric shock may result from striking electricity cables during excavation. On this project, it is clearly shown on figure 1.1 that a 1200mm diameter concrete sewer pipeline is just 1m away from the side of proposed structure. A sewer pipeline bursting could cause contamination of the ground and odour smell to nearby citizens. Many sewer pipes are under high pressure too. As a solution, first, a confirmation of sewer pipe location is to be done on site. Once the records are obtained, it will be kept on site and be accessible to workers. Furthermore, construction of diaphragm wall uses trench excavation techniques, which highly reduce the chance of striking the sewer pipe. Any other services includes telecommunication cables, gas pipe and electric pipe which are not shown in figure 1.1 given will be examine on site before excavation. Existing Building Building located around the site are needed to be protected from damage and dirt-staining. Cleaning and maintaining existing building in the end of construction can be costly. In figure 1.1 shows that there is existing 3 storey with raft foundation building 2m away from basement wall. Before any excavation start, careful inspection is to be done to the existing building to determine whether there are any existing cracks due to settlement or any damage on external wall of building. Cracks and damage is to be recorded down and photographed as a proof to prevent any claims from property owner. Overhead Obstruction The most common overhead obstruction is high tension electricity cables nearby the site. Most construction vehicle are high. There is a danger when tall vehicle pass by those overhead cables and cause unwanted accident. Therefore, a clearance is to be done between the overhead cables and ground. For example, a typical goal post protection will be erect along the entry to the site. Figure 4.3 below shows typical goal post protection. figure 4.3.jpg Public Safety It is important to taking care about public safety. Any pedestrian is not allowed to enter construction site. A warning sign is to be displayed around the boundary site and barriers is to be set up along perimeter of construction. 4.3.2 Diaphragm Wall Construction Construction of diaphragm wall uses trench excavation supported by slurry. The slurry is typically bentonite and water. Diaphragm walls are constructed in the following steps : 1) Pretrenching to remove obstruction 2) Guidewall construction 3) Trench excavation (panel excavation) 4) Endstop placement 5) Panel desanding 6) Reinforcement cages placement 7) Concreting work (Tremie technique) 8) End Stop removal 9) Excavation of Intermediate Panel 10) Reinforcement cages placement 11) Concreting work for remaining panels (Tremie technique) 12) End of Diaphragm wall construction 4.3.2.1Detail steps Pretrenching to remove obstruction Pretrenching is a process to remove soil by open excavation to a certain depth, typically 1-2 m depth for guidewall construction. It is also a purpose for removing shallow obstruction and provide stable support for the guidewall. GuideWall Construction Guide wall is to be constructed after pre-trenching process. There are several purpose of constructing guidewall, these include: To prevent the collapsing of soil near trench excavation surface. As a template for wall excavation and panel layout To provide a temporary supports for reinforcement cage. (by holding down the cage during concreting work) To provide support for end-stop joint. (restrain end-stop) To support Tremie Pipe To provide a reference elevation for inserting props, slabs, etc. For this project, the guidewall is to be constructed with reinforce concrete and be made from grade M20 grade reinforced concrete. The distance between both guidewall will be thickness of diaphragm wall plus a tolerance of 50mm. The dimension of guidewall (one side) will be 300mm(w) x 1000mm(d). Trench Excavation (Panel excavation) Construction of diaphragm wall uses trench excavation method which produce a vertical strip in soil that can collapse easily. Special excavation machinery are used to excavate the soil. Several type of machinery is used in construction field nowadays. These machinery can be cable hug or Kelly mounted and the digging mechanics can be cable or hydraulic operated. figure 4.7 2.pdf The excavation is to be excavated in panels. The panel length varies typically from a minimum of one grab bite (trench excavation machine grab width) to a multiple of grab bites which will extend to 7m. A grab bites vary between 2.3 and 3m depending on machine used. figure 4.8.jpg The trench excavated is to be supported by bentonite slurry. Bentonite is basically clay of montmorillonite group, and when added with water it forms an impervious slurry with large viscosity. The slurry will produce large lateral pressure to retain the vertical soil. In case of granular soils, the bentonite slurry will penetrates into the sides under positive pressure and forms jelly. When bentonite slurry is fills in impervious clay, it will not penetrate into the soil but form a layer of thin film to gives strength supporting vertical soils. The bentonite slurry is to be placed continuously into the trench throughout excavation. For this project, Kelly Grab is to be used for excavation. The depth and width of excavation will be discussed in following chapters. The panel length and bentonite slurry density is to be designed and results will be shown in following chapter too. End stop Placement Endstops are placed in both panel fronts to provide the concrete at each vertical edge of panels with a predetermined shape. The shape of stop ends can be a pipe or special keyway end stops. End stop can be place in to be permanent or temporary. For this project, a temporary cylinder end stop is to be used. The end stops will be removed by vertical extraction shortly after the concrete has been poured. Somehow, a delay of few hours is allowed in order to enable the concrete to gain some early strength and able to stay vertical. The timing and removal of end stops will be judge by the site contractor and to be carefully observed. If end stops is extract out before the concrete is stable (gained sufficient strength to stay vertical), there is a risk that the concrete will slump.

Diabetes Demonstrative Speech Outline

DiaPurpose By the end of my speech and demonstration, the audience should be able tocheck there own blood sugars and be able to inject themselves with insulin. Introduction Diabetes the silent killer. Doesn’t sound very scary does it but don’t be fooled. This disease is very deadly. Could you see yourself engaging in any normal everyday activity, then all the sudden a major organ or organs began to fail and shutdown without any warning sign? And the cause is because you have high blood sugars that go unchecked and unregulated for so long it was silently putting stress and damaging your insides.Well today I’ll show you how a person with type one diabetes keeps there blood sugars in check. Central Idea Knowing how to check your blood sugars and inject yourself with insulin will help you with your health. Preview A person needs to know how to regulate their blood sugars so they won’t become anymore ill than they already are. Body Outline I. Checking Blood sug ars a. First and foremost you need a Glucose meter and strips. Also if necessary code the meter. b. Second you’ll need to load you lancet machine or you may have finger pricks c. Third find a testing site on a finger or your lower arm.I personally use my fingers and use an alcohol wipe to clean the area. d. Fourth prick your finger with the lancet and squeeze your finger until you produce a nice drop of blood. Then let the test strip such up the blood and wait for the reading to be displayed on the glucose meter. II. Administering Insulin to yourself a. First you’ll want pick an injection site with a lot of fat either your stomach, thighs or the back of your arm and clean it with an alcohol wipe. b. Second you’ll get your syringe and depending on how many units you’ll need you draw that much from the bottle.Also make sure there are no bubbles in the tube of the syringe. c. Third inject yourself at the site where you previously cleaned and then after admin istering the insulin remove the syringe from your body. Make sure you’re not bleeding. Conclusion I’ve showed you today how to check your blood sugars and record your findings. And I’ve also taught/demonstrated how to inject yourself with insulin. And always remember to clean all testing sites and injection sites. Plus remember to practice safe disposal of all lancets and syringes.

Disadvantage of Bilingualism Essay

I have to admit that bilingualism has several advantages. Nonetheless, tackling this issue, the lingual conditions in which children are raised to be able to speak two languages equally well should be also taken into consideration. Many linguists underline that while introducing the second language to learner, his/her exposure to a given linguistic system is crucial. Thusly, parents striving for teaching their children a secod language/a non-native language often rely on commercial language materials such as books, videos, television programs, etc. Nevertheless, researchers (Kendall King and Lyn Fogle, Georgetown University) have found that live, human interaction such as reading or talking to a child is more effective than presentation of recored sounds (e.g., in television) and, therefore, the best method for fostering both first and second language development. What is more, Other studies have found that, for older children, being read aloud to in the second language increases second language vocabulary much more than watching television in that language (patterson, 2002). I would like to concentrate now on this parent-child communication and its effect on language abilities of minors. There is some evidence that infants can hear even in the womb. After their birth, as they are growing, they try to imitate the ‘noises’ they hear. According to Deborah D.K. Ruuskanen, Professor of English Linguistics at the University of Vaasa in Finland, and mother of three bilingual children, it is significant to expose babies to native-speaker sounds, in order to facilitate them acquisition, and eventually execution, of native-speaker/that sounds. Generally, there is no problem when children are raised bilingual in families where the parents are completely bilingual themselves, that is to say, they use two native languages (each parent speaks separate mother-tongue) or they speak the non-native language exceptionally well. In other cases/Otherwise, introducing a second language to children since their infancy is not advisable. It is not only because babies might learn parents’ mispronunciation or faulty accent, but also because it might confuse them unnecessarily. The parents who are not comfortable or fluent in second language should be dissuaded from doing that so as not to affect harmfully their children’s linguistic abilities.

Research in Practice The WritePass Journal

Research in Practice Introduction Research in Practice ), â€Å"Processed soybeans are the worlds largest source of animal protein feed and the second largest source of vegetable oil†. This can be used as an indicator that there is a constant demand for soybean in the food industry. Whilst it is a fact that the US are leaders in soy production, according to a study by the IDEI (2012), soybean is mainly imported into the EU as there is high demand and a large variety of products that are made with or from soybean. In fact, demand exceeds its production (0.9 million tons/year) and imports reach around 30-35 million tons per year. France, for example, produces approximately 140,000 tons per year and imports around 4 million tons of soybean meals for animal consumption, including 0.5 million tons of seeds. This type of issue has external and internal factors that could influence the PESTEL factor of governments within the EU. This is especially pertinent in Poland where economic dependency is on imports or on a small number of key suppliers. Nevertheless, different issues can be analysed in order to identify these types of problems, but one of the main factors is the controversy of GM and non-GM soybeans. The EU legislations refer to the non-authorization of the GM soybean and other GM crops in the EU, and authorization of high levels of import of GM soybean. This eventually means that 50% of soybean meals imported include GM.   Nevertheless, issues such as the supply chain and the end consumers tend to be interested in healthier foods, and where the place of the soy protein ingredients could take place. Therefore, the study of the supply chain and adaptation of appropriate strategies may affect the increase in efficiency and profitability. Literature Review Focusing on the concept of supply chain, there are several studies aimed at understanding where a common view on the supply chain is found.   For example, according to Simchi-Levi et. al (2007), it is clearly seen that the supply chain involves developing an efficiency for all of the inputs, while going through a process of transformation and coming up with the outputs using the best possible strategy. This has led to the development of new tactics and strategies in terms of operational and planning processes of the supply chain (Simchi-Levi et al., 2004) Nonetheless, Kreipl and Pinedo (2004) have discussed that in order to achieve a successful operation, there should be a decent planning of supply chain and goal setting. With an account of the whole structure of the organisation including micro and macro technological and financial factors (Lambert Cooper, 2000; Bowersox et al., 2002), the supply chain is being studied in many different variations such as strategic and tactics. However, in simple business conceptuality, it is mainly about receiving minimum costs and predicting movement of the business. In order to be more specific, according to various researchers, there are five main factors that are involved with supply chain management such as the use of outsource teams (Bal et al, 1999) and according to Christopher (2000), the incorporation of processes which spread the risks but also the income. This can lead to better ICT skills (Morash, 2001) and also helps with a long-term relationship with the suppliers (Schonsleben, 2000). On the other hand, there are cases where wrong planning and expectation lead to relationship issues between partners and therefore, the production process. In order to ensure these issues are avoided, a coordination of the managers in different departments should be presented (GEMI, 2004). According to Anderson and Tushman (1990) and Christensen (2003), it might be overlapped by being more innovatively structured within the existing market, or as Griffin and Page (1996) argue, being new in the market in terms of the first mover. On the other hand, Sebastiao and Golicic (2008) combine the two views and argue that the success of a company is based on the development of the supply chain such as the dynamics of the market. Frazelle (2002) states that the entire organisation across the supply chain should co-ordinate in order to maximise shareholder and customer cost through methods such as analysis of the measurement from operations, vertical integration which collaborates the logistics and logistics services. The changes in international business have led to changes in the supply chain and pose many questions towards these changes and the strategies that should be taken by companies (Christopher, 2005), Hopkin (2010) adds to this perception and argues that supply chain management becomes even more important due to global business. Nontheless, according to Bozart and Handfield (2006), the company’s survival depends on the way that the supply chain managers operate it. The leading point of supply chain managers is the ability to create a competitive advantage (Klassen and Johnson, 2004). Lavoie (2005) provides an example of the agricultural product, wheat, in which the importance of the supply chain and the logistical performance are more dynamic in than simply the competition even though the process differs due to difference in handing and supply chain process. The price differs by grade of protein and other characteristics. According to the USDA, forecasts for vegetable protein demand in 2011 have grown compared to previous years which means that the availability of meal from South America might be lowered and this might be seen as opportunity for the USA to expand its share of the Polish soybean meal. (Agata Kingsbury, 2011)   Thesis statement   The main aim of this research is to allocate the supply chain of the soybean in Poland, the main producers, especially the main consumers and customers, and to allocate gaps in the market which could be seen as emerging business opportunities. There should be an understanding of the latest data and the major stakeholders of this particular market and industry. This could eventually identify gaps in the market, and might be a useful tool for market research in emerging members of the EU such as Poland, eventually creating potential strategies for establishment of a business in this specific industry. The following research could be conducted with secondary and primary research which is available through major agricultural institutions and different major players of the market, such as traders but mainly comes from the users of the Soybean in Poland. There will be a comparison with Non-EU markets as they are part of the stakeholders and exporters. With the allocation of the existing organisations in Poland, there might be an outcome for potential markets. There will therefore be primary research such as interviews with professionals included. Methodology Philosophy of Study The two following philosophies of Positivism and Interpretivism are going to be examined during the research of the emerging opportunities in the Polish market with soybeans. The first theory will be looking at other theories and attempting to generalise them through looking at their outcomes both in and observable social reality which eventually can lead to gathering of relevant data such as by looking at the market performance in Poland and trying to relate it to the concept of growth in the market and possible market gaps in EU food industry (Remenyi et al., 1998). On the other hand, there will be the use of an interpretivistic approach throughout the analysis of the interviews with the different Soybean producers and traders in Poland and other countries in the EU so as to non-EU members such as Ukraine, and finally, when evaluating the research findings based on the interviews for the industry professionals. Approach This research will mainly analyse business opportunities in the Polish Soybean market in the food production sector and is going to be conducted using the inductive approach. According to Bryman and Bell (2007), this particular method is the relationship between theory and the research that is being undertaken and finally, trying to evaluate and create a theory or concept out of the research. As in this particular research, there will be an analysis and study of the soybean in Poland and attempts to evaluate the issues that might relate to theory and concept which are the possibilities to market opportunities in Poland as an EU member, possibly become a European leader in producing soybean food products and potentially create possible strategies to develop the Soybean food industry in Poland by learning its implications and potential growth. Purpose of Research Explanatory research tends to be conducted by the researcher as the initial research requires the use of a decent amount of surveys to indicate the main topics for subsequent research. Consequently, I will conduct research of emerging possibilities in the Soybean industry in Poland and the EU and its possible growth and development, possibly finding challenges in the market of the food industry in Poland by looking at data analysis, eventually being able to develop a strategized correlation. Therefore, the qualitative data that will be researched may allow this understanding and will adopt a clear vision of possibilities at relatively new markets. This particular method could be seen the most appropriate out of the three methods for this type of study (Lee, Collier Cullen, 2007) Research Design As the main research focuses on the Soybean market in Poland and its effect on the food industry in Poland and the EU, I will be studying these particular industries and their potential growth and strategic analysis and finally, recommendations. Therefore, the study will involve a case study of large multinational companies that are mainly controlling the industry in term of their size and pricing. These companies include Cargill, Topfer, Bunge, Desmet Ballesetra, EuroFin and other possible American and EU organisations that can be found throughout the duration of the research. According to Saunders et al., there is a need for using various companies for research in order to gain a better understanding and establish the relevant data necessary for the research. The Mmin purpose in the collection date from these companies is due to the fact that they are deeply involved in the market and have strong forces of influence on it. An important factor is to interview these companies and their regional director in order to begin to create an image of the Polish soybean market and its supply chain, and finding the reasons of why and what could be done better. Another important issue is why Polish is being studied and this is due to the fact that it is relatively new market and a new member of the EU with large potential in terms of development and its geographical and logistical preferences. Sample Size   In this particular research, the sample will consist mainly of the Polish Soybean market and companies motioned above that are operated in Poland. As these soybean companies in Poland are European members, there will be an analysis of the EU soybean market and the main aspects of the supply chain of this particular business. I expect the sample size to grow over the period of this research. Secondary Research As mentioned earlier, there will be a study of the supply chain of the business. Therefore, there is a need to provide secondary data drawing on books on supply chain, statistics of worldwide agricultural figures and changes, and journal articles of the companies’ performance. In order to indicate the performance of the market and any potential gaps in Polish soybean market which eventually could lead to credible data for business strategy, there will be other sources that are provided by the case study such as reports and presentations of new strategies and their supply chain. Primary Research Furthermore, there is a need to research primary data, based on direct interactions with the studied area and the main companies involved in the industry. There is also a need to study the agricultural polish department in terms of regulation and understanding the actual business in terms of legality, and to eventually conduct an analysis based on primary findings from processing companies in the food industry in Poland in the case of the Non-GMO soybeans. In this particular research, the most suitable method for primary research is a direct interview technique which consist of mostly semi-structured interviews. There will be five interviews in total that will be taken during the summer of 2013. One interview will take place with the CEO of the multinational company Bunge and another interview will be conducted with the CEO of other similar company; MNC Toepfer. In both interviews, the main focus of the conversation will be the relationship of companies in Poland on their activates of business in Poland, from their trading perspective and so as manufacturing and relationship with local producers. Such as their supply chain, or challenges that they face in this field in Poland, so as their main reasons for entering these specific markets. Another interview will take place with a non EU member but also a major importer to Europe of Non-GMO soybean. This is the Ukrainian company ATK. The main aspect of this interview is to research the soybean market in terms of its production in the EU and the main concerns of food producers. Geographically, Ukraine has a potential for business in Poland with the Soybean, especially as Ukraine is one of the largest agricultural exporters in the world Two more interviews will be conducted with the Polish Soybean Extracting company Zlato Zerno and one with the Agricultural Ministry office in Poland. These interviews will be conducted to understand the actual concept of Non-GMO and the role of soy in the food sector in Poland and the EU. In terms of reliability and validity of the data, there may be couple of challenges such as whether the companies would like to provide the needed information, and if so, whether it would be based on academic material and world financial organisations such as the USDA.   Ethical Issues The main ethical issues that might arise involve the primary research. When companies are studied, particularly private enterprises where there is a lack of transparency, there might be protection of particular data. Another factor is that most of the interviews are going to be conducted in foreign languages such as Ukrainian, Polish, and Russian and therefore, there will be a need for translation in order to avoid misunderstanding of the cultural differences in terms of language. Resources   When referring back to the primary research, there are a variety of places that the interviews are going to take place in such as Warsaw, Kiev, Krakow, and potentially in Belgium. Interviews will take place over a two-month period of summer and shall end in London for evaluations.and further interviews on Skype or via e-mails. Conclusion Considering the growth of globalisation, the increase of border-free trade between different countries, the dramatic increase in migration and population growth and the rise in concern for healthier products and a more sustainable environment, there is a need for food processing with constant growth in this particular area. This particular research is aimed at covering the knowledge in this industry and sphere, so as to conduct strategic analysis and eventually to make outcomes on the development of the food industry in Poland, within the context of Non-GMO soybean, and its potential growth, by looking at Poland and so as Europe and non European member which are geographically European. Bibliography Anderson, P., and Tushman, M.L. 1990. ‘‘Technological Discontinuities and Dominant Designs: A Cyclical Model of Technological Change.’’ Administrative Science Quar- terly 25:604–33. Babcock, B.A Beghin, J. (1999).  Potential Market for Non-GMO Corn and Soybeans.  Available: http://ageconsearch.umn.edu/bitstream/18294/1/bp990027.pdf. Last accessed 15th Apr 2013. Bal, J., Wilding, R. Gundry, J. (1999).Virtual Teaming in the agile Supply Chain, International Journal of Logistics Management, 10(2). 71-82 Banaszkiewicz, T . (2011).  Nutritional Value of Soybean Meal .Available: http://cdn.intechopen.com/pdfs/19972/InTech-Nutritional_value_of_soybean_meal.pdf. Last accessed 14th Apr 2013. Bozarth, C. and Handfield, R.B., 2006. Introduction to operations and supply chain management. Upper Saddle River, N.J.: Pearson Education Inc., Polish edition: Helion S.A., Gliwice, 2007, 27- 38. Brookes, G . (2008).  Economic impacts of low level presence of not yet approved GMOs on the EU food sector.  Available: ferm-eu.org/downloads/LLP%20finalreportGBrookes.pdf. Last accessed 16th Apr 2013. Bryman, A and Bell, E (2011).  Business Research Methods. 3rd ed. NYC: Oxford University Press Inc. p. 62-63, 712-720. Chicago Board of Trade. (2004).  Futures Markets provide the mechanism to ensure fairly consistent prices for grains, soybeans, and processed foods.Available: http://agmarketing.extension.psu.edu/Commodity/PDFs/grainsoybean_future.pdf. Last accessed 11th Apr 2013. Chen I.J., Paulraj A., 2004. Towards a theory of supply chain management: the constructs and measurements. Journal of Operations Management, 22, 119-150. Christensen, C.M. 2003. The Innovator’s Dilemma. New York: Harper Collins Publishers. Christopher, M. (2000).The Agile Supply Chain, Industrial Marketing Management, 29(1). 37-44. Christopher M., 2004. Supply Chains: A Marketing perspective. In: S. New and R. Westbrook (Eds). Understanding Supply Chains, 23-42. New York: Oxford University Press Inc., 23-41. Christopher M., 2005. Managing the supply chain of the future: setting the research agenda. Logistics Research Network Conference, Plymouth, 7-9.09.2005. Cooper, M. C. Ellram, L. M. (1993).Characteristics of Supply Chain Management and the Implication for Purchasing and logistics Strategy,† The International Journal of Logistics Management, 4(2). 13-24. Dr Lusas, E. (1996).  MODERN TEXTURISED SOY PROTEINS : PREPARATION AND USES.  Available: asaim- europe.org/Backup/pdf/texturised.pdf. Last accessed 14th Apr 2013. Frazelle, E (2002).  Supply Chain Strategy: The Logistics of Supply Chain Management. London: McGraw Hill. p313. Giraud-Hà ©raud, É. (2012).  International Market For Soybeansc Oexistence Of GM And Non-GM Products.  Institut dEconomie Industrielle. Available: idei.fr/fdir/wp-content/uploads/2012/newsletter7.pdf . Last accessed 12th Apr 2013. Global Environmental Management Initiative (GEMI). 2004. Forging New Links. Enhancing Supply Chain Value Through Envi- ronmental Excellence. Washington. Griffin, A., and Page, A.L. 1996. ‘‘PDMA Success Measure- ment Project: Recommended Measures for Product Devel- opment Success and Failure.’’ Journal of Product Innovation Management 13:478–96. Hopkin P., 2010. Fundamentals of risk management. Understanding, evaluating and implementing effective risk management. London: Kogan Page, 214-215. Ivanov, D., Sokolov, B., and Kaeschel, J., 2009a. A multi-structural framework for adaptive supply chain planning and operations with structure dynamics considerations. European Journal of Operational Research Jideani, V. A. . (2011).  Functional Properties of Soybean Food Ingredients in Food Systems .  Available: http://cdn.intechopen.com/pdfs/15717/InTech- Functional_properties_of_soybean_food_ingredients_in_food_systems.pdf. Last accessed 12th Apr 2013. Johnson, P. and Clark,M (2006). Mapping the terrain: an overview of business and   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   management research methodologies, London. Sage Kahn, R. Cannell, C (1975). The Dynamics of Interviewing. New York and Chichester: Wiley. Kingsbury, A. (2011).  Opportunities Emerge in Poland’s Feed Component Market. Available:http://agriexchange.apeda.gov.in/MarketReport/Reports/Poland_Feed_report.pdf. Last accessed 18th Apr 2013. Kingsbury, A. (2011).  Rising Grain Prices Provide Unexpected Surprise for the New Year.  Available: http://gain.fas.usda.gov/Recent%20GAIN%20Publications/The%20New%20Expensive%20Year%20_Warsaw_Poland_1-4-2011.pdf. Last accessed 20th Apr 2013. Klassen R.D. Johnson P. F., 2004. The Green Supply Chain. In: New, S. and Westbrook R. (Eds). Understanding Supply Chains. Concepts, Critiques and Futures. Oxford: Oxford University Press, 229-246 Kreipl, S. and Pinedo, M., 2004. Planning and scheduling in supply chains: an overview of issues in practice. Production and Operations Management, 13 (1), 77–92 Lambert, D.M. and Cooper, M.C., 2000. Issues in supply chain management. International Marketing Management, 29 (1), 65–83 Lavoie, N. 2005 â€Å"Price Discrimination in the Context of Vertical Differentiation: An Application to Canadian Wheat Exports.† American Journal of Agricultural Economics 87 Lee, B, Colier, P.M, and Cullen, J. (2007). Reflection on the Use of Case Studies in the accounting, management and organisational disiplines, Qualitative research n organisation and management: An international Journal, 2(3): 167-78 Morash, E. A. (2001).Supply Chain Strategies, Capabilities and Performance, Transportation Journal, 41(1). 37-54. Riaz, M. (2006).Soybeans Processing into Ingredients.Available: wishh.org/workshops/intl/southafrica/sept06/riaz1-sept06.pdf. Last accessed 15th Apr 2013. PrusiÅ„ski, J. (2008). Is the needs in Poland the second PR 4. Biuletyn Polish Association of Feed Producers , Vol. 61, No.4/5,108-113, ISSN 0081-4539 Remenyi, D. Williams, B. Money, A. Swartz, E (1998). Diong research in bueiness and management: An Introduction to process and method. London. Sage Robson, C (2002). Real World Research. 2nd ed. Oxford. Blackwell. Saunders, M. Lewin, P. Thornhill, A. (2009). Analysing qualitative data. Research methods for business students. 5th ed. England : Person Education Limited. P.106-126, 136-146, 168-173,256-259, 480-498, 318-351. Schonsleben, P. (2000).with Agility and Adequate Partnerships Strategies towards Effective Logistics Networks, Computers in Industry, 42(1). 33-42. Scott C and Westbrook R (1991), â€Å"New Strategic Tools for Supply Chain Management†, International Journal of Physical Distribution and Logistics Management, Vol. 20, No. 1, pp. 23-33. Sebastiao, H.J., and Golicic, S.L. 2008. ‘‘Supply Chain Strat- egy for Nascent Firms in Emerging Technology Mar- kets.’’ Journal of Business Logistics 21(1):75–91. Simchi-Levi, D., Wu, S.D. and Zuo-Yun, S., eds, 2004. Handbook of quantitative supply chain analysis. New York: Springer. Simchi-Levi, D. Kaminsky, P. Simchi-Levi, E (2007).  Designing and Managing the supply chain. 3rd ed. London: McGraw Hill United States Department of Agriculture. (2012).  Overview.  Available: ers.usda.gov/topics/crops/soybeans-oil-crops.aspx. Last accessed 12th Feb 2013. US Soybean Export Council (2010). Soy protein. 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Thanksgiving, Variety and the 6 Human Needs

Thanksgiving, Variety and the 6 Human Needs Turkey, gravy, stuffing, cranberry sauce, sweet potatoes, pumpkin pie AND whipped cream. The essential elements to the perfect Thanksgiving meal. We all know that one of the best things about Thanksgiving dinner is the sheer variety of the spread. This Thanksgiving I found myself thankful for the variety that is present in my life- and for a richness that extends beyond the Thanksgiving table. Variety is identified by Anthony Robbins as one of the Six Human Needs. I have been aware for a long time that variety is important to me- and have even found that I crave monotony from time to time to break up the variety! The need for participating in diverse activities has been at the source of my business model: I have created a job for myself where a mix of projects shows up daily. For instance, in one single day this week, here were just a few tasks I tackled: Spent two hours on the phone with the GM (General Manager) of an international manufacturing company in China, perfecting his resume and learning about factories in China. Edited the homepage for The Wisdomkeeper Connection LLC (I pulled out my women’s spiritual training for this one!) Edited a research report on barriers to career advancement for women and people of color and how those barriers can be overcome through effective networking (yes I took women’s studies in college!). Provided material to the author of Social Networking Job Search for Dummies, Joshua Waldman, for use in a coupon book he will be distributing on his book tour. Stuffed 187 holiday letters to past clients (ah†¦Ã‚   a repetitive task). Spoke with two new resume writers who will be joining The Essay Expert team. Yes, I have a LOT of variety in my work. As far as I’m concerned, the more different types of projects I can work on the better.   While this inclination makes it hard to target a niche market, it seems to work for me. Variety is a close sibling to richness, and I appreciate that my life is rich as well as varied. Spending time with family over the holidays was a wonderful way to learn about where I came from and to enjoy the next generation for who they are (and are becoming). I am thankful that I can take my work with me so that I never have to worry about missing business-related messages as I celebrate the holidays. With computer and cell phone in tow, I can go almost anywhere any time- and never run out of vacation days! This capability opens up many opportunities for a rich and fulfilling life, whether it’s attending workshops, spending time with family, or just exploring a new locale. In January I will be traveling to New York for a week to support my mom who is having elective surgery. That trip will add to the variety and richness in my life, as well as meet four more of the 6 Human Needs: Significance, Connection/Love, Growth and Contribution. Who could ask for anything more? I’d love to hear how you generate variety and richness in your life. What are you creating as the New Year approaches?   Please share below! Category:UncategorizedBy Brenda BernsteinNovember 28, 2011 2 Comments Larry says: November 29, 2011 at 10:53 am Youre the second person who mentioned whipped cream related to Thanksgiving to me this year, something Id never heard of before. But in its place, Id substitute another need which you overlooked, apple pie. Thanksgiving requires both pumpkin and apple pie. Best of luck to your mom for her surgery. Log in to Reply The Essay Expert says: November 29, 2011 at 11:37 am In my family its pecan pie! Wow I cant imagine a Thanksgiving without whipped cream Thanks for your well wishes Larry! Log in to Reply

Personal Reflection on the Religious Orders Assignment

Personal Reflection on the Religious Orders - Assignment Example It was not easy for me to leave behind my former community to search for my new contemplative vocation because I was comfortable with the life and love the sisters. Also, the reason I left Terre Haute Carmel was my body system could not tolerate the heat over there. Therefore, after 11 months, I asked to leave the community. I was a briefly professed for five years with Lover of the Holy Cross of Los Angeles. I entered Alhambra Carmel on August 06, 2010, as a postulant and I left on November 5, 2010. I entered Terre Haute Carmel in December 2010 as a postulant and I received Holy habit in June 2011. I left the Terre Haute Carmel in February 2012. I applied to a religious community and my application was declined when I joined Alhambra Carmel. It was declined because they thought that my health was deteriorating, thus I could no longer work with them. Currently, I am employed as a preschool teacher, which I began in January 2014. Furthermore, I do not repulse any other type of employment. If asked whether I am willing to accept any manual labor or duty in the service of the community, then I will gladly do it, even though I have my own preferences. My hobbies and interest include nature, spiritual reading, as well as craft activities. My professional training was in church leadership training, as well as a nursing assistant. The social quality, which I deem suits me for community life is how I share my deeper self, as well as my love and affection for others. Also, to live a life of faithfulness and allegiance to Jesus Christ and to serve him devotedly with a clear conscience and a clean heart. Apart from this, community life is an incitement to move from self-centeredness to bigger awareness for others and unification with Christ.  Ã‚  

The Darker Side of Marketing Essay Example | Topics and Well Written Essays - 3500 words

The Darker Side of Marketing - Essay Example This paper approves that the tobacco industry has used such studies to target the young and uninformed. They have used deceptive advertising as a result of these findings in the form of marketing ‘low-tar’ cigarettes. They have also used cartoon-like characters to appeal to the youth consumer. To their delight, this strategy indeed generated sales as planned without an ethical thought as to the dishonesty of such practices or that this practice was particularly disgusting as it applies to youth smoking. The marketing of filtered and low-tar cigarettes were planned to comfort smokers worried about the health risks associated with the habit and to impart this new product as an alternative to not smoking. This report makes a conclusion that Tobacco companies have routinely researched the smoking habits of teenagers and competed vigorously with each other to design products and their accompanying marketing strategies to ensnare a segment of the youth smoking market. When young persons see cigarette logos linked with their heroes, excitement, speed and triumph, they are likely to lose sight of the grim realities of smoking; death, disease and addiction. An addictive product doesn't take much to hook a new customer. For the tobacco companies, the expense of giving away free samples is negligible compared to the potential for long-term gains, especially from new young customers.