Mt460 Management Policy and Strategy - 1468 Words

Unit 5: 28 Case Study Analyses Kaplan University School of Business and Management MT460 Management Policy and Strategy Author: Linda Alvarez Professor: Dr. Marian Leerburger Date: April, 2, 2012 Introduction Whole Foods was established in 1980 with one store in Austin, Texas. Today, Whole Foods is the world’s largest leader in natural and organic foods. There are over 310 stores in North America and the United Kingdom. Whole Foods is committed to the finest natural and organic foods available, sustainable agriculture and have one of the strictest of quality standards. Whole Foods offers customers a wide variety of products. â€Å"Natural† refers to food that is free of growth hormones or antibiotics, where â€Å"certificated†¦show more content†¦The application also asks about raising practices, transportation of animals, slaughterhouse procedures, and conditions at the meat processing plants. The Whole Foods Market visits farms and ranches and sends independent, third-party auditors to check that the conditions described by the supplier are accurate. Once the suppliers are on board Whole Foods continues to monitor each supplier with annual audits. The customers buy from Whole Foods because they know how extensive the organic food products are and how strict the safety procedures are at Whole Foods. The supplier must also meet the criteria of slaughterhouses and meat processing plans. There are also food safety audits of the facilities which check the bacteria levels, safe equipment, the meat is processed through required sanitation baths and that the temperature logs are updated. Implementation Whole Foods will need to research and figure out marketing strategies to keep the customers loyal to Whole Foods. One of the main reasons customers will go to different supermarkets that have organic foods is because of the different department stores inside the grocery market. 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Self Compacted Concrete free essay sample

SCC was developed to ensure adequate compaction through self- consolidation and facilitate placement of concrete in structures with congested einforcement and in restricted areas. SCC can be described as a high performance material which flows under its own weight without requiring vibrators to achieve consolidation by complete filling of the formworks even when access is hindered by narrow gaps between reinforcement bars [1]. The high flowability of SCC makes it possible to fill the formwork without vibration [2]. The constituent materials used for the production of SCC are the same as those for conventionally vibrated normal concrete except that SCC contains a lesser amount of aggregates and larger amount of powder (cement and filler particles smaller than 0. 25 mm) and special plasticizer to enhance flowability. Fly ash, glass filler, limestone powder, silica fume, etc. are used as the filler materials. High flowability and high segregation resistance of SCC are obtained by using: (i) a larger quantity of fine particles, i. We will write a custom essay sample on Self Compacted Concrete or any similar topic specifically for you Do Not WasteYour Time HIRE WRITER Only 13.90 / page e. limited aggregate content (coarse aggregate: 50% of the concrete volume and sand: 40%. Shrinkage and creep of the SCC mixtures have not been found to be greater than those of traditional vibrated concrete [9, 19, and 20]. Studies on durability characteristics of SCC, namely, water absorption, initial surface absorption, water permeability, and chloride permeability, have shown that SCC has either performed better or same as the normal concrete [9, 10, 21] Minerals Dhahran-31261, saudi Arabia Fax: 966-3-8602879 E-mail: [emailprotected] edu. Paper Received 25 June 2007; Revised 21 January 2008; Accepted 22 March 2008 October 2008 The Arabian Journal for Science and Engineering, Volume 33, Number 2B 437 In view of the fact that SCC has not yet made any inroad into Saudi Arabias construction industry, this study was undertaken with the aim to shed some informative data on SCC made from locally available aggregates. Most of the coarse aggregates available in the eastern region of Saudi Arabia are crushed tertiary age weaker dolomitic limestone. As the aggregates are porous, highly absorptive, relatively soft, and excessively dusty, they can be classified as marginal. The aeolian dune sands in the coastal areas form the main source of fine aggregate. These sands are essentially fine grained and have narrow grading with excessive dust. Nearly all the material passes No. 30 sieve and an appreciable portion, 10 to 20%, passes # 100 sieve. Both coarse and fine aggregates from local sources can be characterized as marginal, as their properties do not meet the standards of sound quality. This study explores the use of local marginal aggregates in producing SCC that has reasonable strength and no short-term durability implications. The findings of this study may ncourage further research and possible adoption of SCC in local construction. 2. EXPERIMENTAL PROGRAM 2. 1 . composition of Trial Mixes and Their properties For selecting a suitable mix using local marginal aggregates, trial mixes were considered by varying the mix parameters, such as quantity of filler and superplasticizer and fine aggregate/coarse aggregate ratio, while keeping the water/powder ratio constant. The specific gravity of Type I cement used was taken as 3. 15 as per the product information available from the manufacturer. The coarse aggregates used in this tudy were crushed limestone processed from the local quarries in Abu Hadriah, Saudi Arabia. The maximum aggregate size was 20 mm and the grading of coarse aggregates used corresponds to ASTM C 33 (size number 7) [22]. The average values of specific gravity and absorption of the coarse aggregate, determined in accordance with ASTM C 127 [23], were 2. 5 and 1. 5%, respectively. Local dune sand was used as fine aggregate. The specific gravity and absorption of the fine aggregate were typically 2. 6 and 0. 57%, respectively. A highly pulverized fly ash commercially known as [emailprotected] [24] was used as a filler. The specific gravity [emailprotected] [24] used in this study was 2. 15. Superplasticizer by the trade name of Structuro 220 was used. The specific gravity of the superplasticizer as given by the supplier is 1. 08 and the pH is 6. 5 with chloride content of less than 0. 1%. A high performance commercially available cohesion agent Structuro 420, specially designed to ensure a stabilizer.