Cultural Differences Paper - 1668 Words

Cultural Differences Paper Jessica Fuentes COM 360 September 10, 2014 Mary Wardlaw There are cultural differences within all the communities that make up the world, we are constantly surrounded and reminded of these other cultures. In this paper cultural differences will be discussed from the film â€Å"Why Did I Get Married?† which is an African-American movie about the hardships one goes through in marriage, friendships, and trust. This paper is going to give specific examples of Hall’s perspective of culture on the screen and Hofstede’s five dimensions that are reflected in a particular pattern. Examples of both verbal and non verbal intercultural communication and how they relate to particular intercultural†¦show more content†¦This movie is targeted for African-American culture, so a lot of the language, slang, and stereotypes were evident in this film and so there wasn’t much explanation, it is simply something that is just known as it unfolds in the movie. If someone is watching this movie and they are Asian they migh t not understand much of what goes on in the movie, especially if they are unaware of the African-American culture. An example would be when the girls of the group go shopping and they are in a store looking at lingerie and shawls made for winter weather, the shopkeeper came up to them and simply said â€Å"we don’t keep cash in the store† now of course one of the ladies went a little crazy because she realized that she had said that because of their skin color. Hofstede’s five dimensions of culture are power distance, individualism v collectivism, masculinity v femininity, uncertainty avoidance, and long-term v short-term time orientation. In the film the five dimensions are present, in the dimension of power distance it clear with the powerful positions that all the characters have within their professional lives. The way they live and own lavish houses leads to believe that they don’t believe they are equals to everyone else because of their status . Most of the couples demand respect and expect not to be question in their motives, which is a higher power context. Next is individualism versus collectivism, inShow MoreRelatedCultural Differences Paper892 Words   |  4 PagesCultural Differences Paper Cultural Differences Introduction Many people throughout the world indentify themselves by their cultural background. It is common knowledge that there are many different cultures throughout the world. Each culture has its similarities and differences. Every individual has multiple identities Race, ethnic, gender, national, regional, organizational, personal, cyber/fantasy—that act in concert. The importance of any single identity is a result of the situation. AsRead MoreSpan 110 Complete Course Span110 Complete Course695 Words   |  3 Pagescom/q/span-110-complete-course-span110-complete-course/13563 SPAN 110 WEEK 2 TEAM ASSIGNMENT CULTURAL SIMILARITIES AND DIFFERENCES IN THE ARTS PAPER Select  two countries where Spanish is the predominant language to serve as the basis for the Learning Team assignments in this course. Obtain faculty approval for your selections. Research  the cultural customs, such as dance, music, theater, and the visual arts for each of your selected countries. Write  a 700- to 1,050-word paper on the cultural customs in your selected countries. Include theRead MoreHow Educational And Cultural Environment Of A Subject Can Make A Difference Essay1587 Words   |  7 PagesSummary: Prior research on professional scepticism focused mostly on the trait perspective .But this paper by argues the mostly commonly held assumption that individual personality attributes are static. The main focus of this paper is how educational and cultural environment of a subject can make a difference in their personality variable self-construal and therefore influence sceptical judgment. There has not been any research done in this respect that involves Chinese accounting student in ChinaRead MoreCultural Constraints in Management by G. Hofstede904 Words   |  4 PagesA Critical Review of Hofstede, G. 1993, Cultural Constraints in Management Theories, The Executive, vol. 7, no. 1, pp. 81-94. There have been many research and studies on the national cultures and its consequences on management theories by numerous researchers. Of those many, ‘Cultural constraints on management theories,’ by Hofstede (1993) is one that has been talked about by most scholars. He strongly claimed that management is a function of culture and that culture influences the way managersRead MoreChallenges Faced By Ethnic Minority Supervisors1216 Words   |  5 PagesChallenges Faced By Ethnic Minority Supervisors in Clinical Supervision Personal Preparation My specialization paper will focus on the challenges faced by ethnic minority supervisors in clinical supervision. My paper is guided by the courses I took in the doctoral program, my personal experience as a supervisor and the gaps in literature review that motivated me to pursue this area of research. In the past two and a half years of my doctoral program, I took courses (advanced clinical supervisionRead MoreInternational Staffing990 Words   |  4 PagesCheckPoint – International Staffing HRM 240 - Human Resource Management October 23, 2010 International Staffing This paper was written for the purpose of exploring the cultural variances in international business and geographical locations of home offices, and remote locations in different countries. Currently organizations are realizing the significance challenges of working in a diverse and challenging environment. â€Å"Staffing a site internationally can add new responsibilitiesRead MoreCross Cultural Relationship Between People And People From Different Cultural Backgrounds Essay1564 Words   |  7 PagesCross Cultural Relationships Abstract This term paper focuses on different types of relationships, be it personal, professional or marital, between people from different cultural backgrounds. 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It is important to know someone close to a studentRead MoreCultural Differences1094 Words   |  5 PagesCultural Differences In every culture, people work diligently to find a common ground for acceptance and tolerance. Typically, people are accepting of various social criteria that are oftentimes associated with a specific ethnicity. However, many individuals simply tolerate the beliefs, standards, values, and behaviors of other individuals in society while inwardly opposed to the model of the displayed behaviors of other individuals as it relates to another individuals beliefs, value systems, andRead MoreThe Challenges Faced By International Students In Higher Education852 Words   |  4 Pagesstruggle with language issues and cultural differences during their studies, especially more noticeable with Chinese students as they reach 33% and 66% of the whole international student population in Canada and South Korea, respectively (CBIE, 2016; Kim, 2017). This paper aims to examine the challenges faced by international students in Canada and South Korea, and explore what support system are available to support the student learning in academics, social and cultural aspects. As a Canadian immigrant

Brand Audit Examples - 10459 Words

A framework for brand revitalization through an upscale line extension Shantini Munthree and Geoff Bick University of the Witwatersrand, Wits, South Africa, and Russell Abratt Nova Southeastern University, Fort Lauderdale, Florida, USA and University of the Witwatersrand, Johannesburg, South Africa Abstract Purpose – The objective of the paper is to provide an understanding of how large organisations develop line extensions of their brands and to present guidelines for management when considering an upscale line extension. Design/methodology/approach – A qualitative research technique was used in this study. It involved case study research in the beverage industry, where 11 senior marketers were interviewed in depth. Findings –†¦show more content†¦Two strategies to revitalise a brand are: 1 to reposition the brand; and 2 to introduce line extensions that follow business and market shifts (either downscale value segments or upscale premium segments) (Aaker, 1997; Blasberg and Vishwanath, 2003). The current issue and full text archive of this journal is available at www.emeraldinsight.com/1061-0421.htm Journal of Product Brand Management 15/3 (2006) 157–167 q Emerald Group Publishing Limited [ISSN 1061-0421] [DOI 10.1108/10610420610668595] 157 Extending a brand There are three types of relationships between a core brand and its line extension (Aaker, 1997). One scenario is when the core brand acts as an endorser of the line extension (Aaker, 1997). An example here is Mentadent P Herbal as the dominant line extension that is endorsed by Mentadent P, the core brand. In the second scenario, the core brand and line extension are co-drivers that exert equal influence on the consumer, such as VW Passat or VW Golf. In the third scenario the core brand is a driver, and the line extension acts as the descriptor – â€Å"a word or phrase that tells the consumers that the company is offering a slight variation to the product they have come to know† (Aaker, 1997 p. 138). An example here is â€Å"Coke† as the core brand and â€Å"Vanilla† as the descriptor in Coke Vanilla. Upscale brand extensions A study by Silverstein and FiskeShow MoreRelatedMarketing Analysis : Marketing Audit1229 Words   |  5 Pages1.1 Marketing Audit Marketing audit can be defined as a study, inspection, review and/or evaluation of marketing activities of any company. Basically, it estimates the marketing environment of the company, aims, strategies, and policies of the company. After evaluation of marketing plans and strategies, it has to identify the mistakes, weaknesses, insufficiencies, complications and other issues to be encountered in firm’s marketing purposes. The final outcome of the marketing audit recommends measuresRead MoreCorporate Communication : Organizational Vision And Mission And Its Objectives1670 Words   |  7 PagesCorporate Communication 1. Corporate Communication 1.1 Corporate Communication Definition Defining corporate communication is a challenging task, the new and the interdisciplinary nature of the field has puzzled academics and practitioners. For example, (Kotler, 2006) defined corporate communication as promoting understanding of the organization through internal and external communications. And (Van Riel, 1995) defined corporate communication as all forms of communication used by the organizationRead MoreCase Study : No Sugar Brand 754 Words   |  4 PagesQuestion1: RISK 1 – Woolworth refusing stock ‘No Sugar’ brand 1) What is the risk Woolworth announced that they would not stock back â€Å"No Sugar† soft drink brand of the Coca Cola Company (CCA) (The Australian). And the largest pizza retailer, Domino’s, deciding to be stocking the soft drink of Pepsi (The Sydney Morning Herald, 2017). Those changes resulted in shares in the company drop 3.4% to $8.91, close to lowest point within 12-mounth (The Sydney Morning Herald, 2017). Although Coca Cola No SugarRead MoreMarketing Analysis : Marketing Audit Essay1049 Words   |  5 Pageson Marketing Audit. As we all know, Marketing Audit is a systematic, critical and appraisal of the total marketing operation of the objectives and policies and the assumptions which underlie them as well as the methods, procedures, personnel and organization employed to implement the policies and achieve the objectives. It evaluates mainly three key areas i.e. external marketing environment, internal marketing environment, evaluation of current marketing strategy. The market ing audit is a fundamentalRead MoreThe Marketing Audit - Download Ppt — Presentation Transcript1638 Words   |  7 PagesMore†¦ The Marketing Audit - Download PPT — Presentation Transcript †¢ 1. The Marketing Audit and the Marketing Plan Systematically takes stock of an organisation’s marketing health and plans the direction and scope of marketing activities †¢ 2. 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Therefore, organizations have a strong link between corporate communication and corporateRead MoreFunction of a Brand Exploratory1137 Words   |  5 PagesBrand Exploratory A brand audit is a detailed assessment of a brand’s current ranking in the market compared to other competitors. It provides information on how the business is performing in the market. A brand audit also aims at examining the image and reputation of the brand as perceived by customers. The two key elements of brand audit are brand inventory and brand exploratory. Brand inventory provides up to date itinerary of how a company markets and brands its products. On the other hand,Read MoreEssay about Dulux1720 Words   |  7 Pagesentrance of competitor turned the sale of Dulux products down. As Marketing Consultant this is a report to Marketing Manager, stating the Marketing Audit, SWOT analysis, segmentation, branding and positioning. 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Structural Principles to Medium Rise Buildings

Question: Discuss about the Structural Principles to Medium Rise Buildings. Answer: Site Specific Footing Systems In any kind of construction work, footing and foundation of the structure under construction is inarguably the most vital constituent of the whole design. The reason behind such importance is obviously because of the fact that the whole structure will be constructed on the foundation which will bear its total weight and grant stability to it. Several factors and conditions can lead to the creation of a poor footing system with disastrous consequences. Soil properties of different sites vary greatly irrespective of the soil profile. Site and soil investigation through geotechnical reports can be very advantageous both in large scale construction projects and in small scale or residential construction cases. In case of medium rise buildings, the total construction budget may not allow for a holistic analysis of soil properties and creation of a complete geotechnical report, however, a minimum amount of investigation should be done into understanding the type of soil, soil movement, soi l profile and other key elements since the characteristics of soil must be completely and properly understood in order to create the perfect and most stable footing and foundation system with appropriate reinforcement systems (International Building Code, 2006). Sites are classified according to a number of properties; one of the most commonly used and very important aspects of the soil is the expected ground surface movement and depth to which the movement takes place. The soil on which the construction project is undertaken consists of very deep expansive clays which are subjected to high amounts of wetting and drying and as a result experiences surface movements which are in excess of130 mm. Thus, this site has been classified as Extremely Reactive Sites which are subjected to extreme ground movement of above 75 mm. due to deep seated moisture changes. Expansive soils pose a number of problems. A proper construction of a footing system actually seals the surface of the ground and prevents any kind of natural changes in moisture content of the soil from occurring, due to rail or evaporation of moisture. Now in case of expansive soils, the moisture content of the soil changes all around the perimeter of the building under construction due to either increased rainfall or drainage, a particular dishing effect will take place where as the ground under the foundation expands more than the ground around it. And in case, the soil perimeter around the fou ndation becomes drier than the soil underneath it, footings will gradually begin to depress as a doming effect is created due to soil contraction. This makes the whole foundation of the building comprehensively unstable (Douglas Partners, 2015). According to the soil geotechnical report, as stated before, the ground is subjected to extreme lateral movement due to high content of expansive clay. The report itself has been created by registered design professionals. The report has reinforced the initial assumptions that the oil is expansive in nature and soil tests are to be performed to determine the level of expansion and ground surface movement. Observations and investigations were done by exploratory soil boring and creating test pits. Exploratory boring were done by registered personnel to assess soil constituents and accordingly classify the soil with respect to them. The report thus puts forth certain factors provisions that clearly classify the soil to be expansive in nature and thus subjected to excessive ground surface movement. The four provisions fulfilled are: Plasticity Index (PI) of around 17, where an index of 15 or greater proves that the soil is expansive in nature. According to the geotechnical report, more than ten percent of the soil particles had passed through a Number 200 sieve of pored diameter of around seventy five micrometre. Again more than ten percent of the soil particles have been found to have a diameter of less than five micrometers. Expansion index observed has been found to be more than twenty. Adjustable Stump Footing System The construction types selected for the development of the medium rise building was selected in accordance to the properties, characteristics and subsequent classification of the soil. Clad frame construction with construction of metal frame which is clad on the exterior by sheet materials which are not at all sensitive whatsoever to any minor lateral movement. The maximum amount of differential deflection which this particular framed construction can stand is about forty millimetres (Mishra G., 2014). And, coming to the subject of discussion, the footing system utilized in medium rise building construction project are built of Adjustable Stumps. These stumps are designed in accordance to those principles of civil engineering which primarily and specifically deal with the coping mechanism of expansive soils. This particular type of footing system consists of steel stumps which are directly cast into bored piers made of concrete. On the top of the metallic stump, an adjustable top is fixed and this top can be easily adjusted after completion of all construction work and modifications, in order to make sure that the building remains at the desired level and height. The stumps can support suspended and lightweight framed flooring systems and even normal conventional flooring systems. The concrete bored pier is typically of a diameter of around 300 to 450 millimetres and extends down to a length that surpasses the depth of seasonal moisture changes, making the footing system verifiabl y stable. Reinforcement measures such as sleeves and belled bases can also be added to enhance and improve performance of the stump footing system (Mishra, 2014). Fig 1. Adjustable Pier Footing System Source: (Votano and Sunindijo, 2014) Another important element of the adjustable stump footing system is the usage of bored or screwed in piers. Their usage is necessary in order to reinforce footings systems such as suspended slabs or adjustable stumps. These piers are added to improve the stability and performance of these footing systems on expansive soils. The spires are able to provide support to the footing system from a depth which is lower than that of the soil depths which are affected seasonal moisture variations (Designing Structures In Expansive Clay: A Guide For Architects And Engineer, 2005). The top portions of such piers are designed to be sleeved by a smooth pier liner, thereby allowing the soil to expand upwards around the pier with a minimum amount of influence. And in case of the bottom of the footing system, the piers provide support anchoring in the ground from a depth lower than the influencing zone. For acquiring the best performance, the pier reinforcing system is arranged and distributed aroun d all the footings of the building and not just along the building perimeter. Concrete Slab Footing System Another type of footing system utilized in the construction of the medium rise building is the concrete slab footing type. This particular footing system type has the added advantage of acting as both the flooring and the footing of the building. The flooring system is suspended and has been framed with piers and stumps. The concrete slabs are laid on the ground and forma continuous footing. The floors of those sections of the building, where the concrete slab footing system has been utilized, are connected to the ground or the foundation using the raft slab design. Waterproofing of the slab has been done in the form of a plastic membrane covering so as to prevent moisture absorption. The slab on ground footing system is the most commonly used footing system used in the country, as it combines all of the elements which form the base or foundation of a building. Appropriate precautions have been taken with regards to prevention of moisture absorption or damage by termites (Rajagopalan and Elkadi, 2014). Raft slabs concrete system used in the construction project have been designed to have large beams which are moulded into a grid beneath the slab and are tied to it by reinforcement bars, so that they act as a cohesive unit. Grid beams are poured simultaneously with the pouring of the slab panels. Fig 2. Concrete Slab Footing Source: (Rajagopalan and Elkadi, 2014). Material Information Wide varieties of construction materials are involved in any kind of construction project, large of small. For earthwork purposes of the involved construction project, aggregates such as gravels are used as supports beneath slabs of concrete foundations and for drainage system beneath the ground. Coarse aggregates used are known as chips of stone or gravel whereas the finer variety of aggregates used are sand. In the project, several different kinds of coarse aggregates have been used such as pea gravel, river gravel, crushed stone chips etc. The concrete used in the construction project consist of Type 1 Normal Portland Cement and are mixed with different aggregates and admixtures such as gravel, sand to produce a fast setting and extremely hard stable concrete mixture. The mix used is 10 percent cement, 15 percent water, 25 percent fine aggregates and 45 percent coarse aggregates with a small amount of air that gets automatically entrapped within the concrete mixture. The admixtures used in the concrete mixture consist of accelerators and water reducers. It is an obvious fact that the whole construction project is to be built using reinforced concrete, that is, the concrete mixture used is cast around reinforced steel bars with provide a high tensile strength to the structure in addition to high compressive strength. Number 14 bars are used in the construction project (County Of Los Angeles Department Of Public Works, 2011)t. The brick masonry utilized in the project is kiln burned bricks along with concrete bricks. The metals utilized in the project are mainly consisted of ferrous metals such as iron and steel (Bowles, 1998). Lumbers and plywood have been used to construct doors windows along with their frames, to construct panelling moulding etc. Surfaced lumber has been used throughout the project. The plywood utilized in the project is constituted of the same surface finished lumber and has a modular uniform size, usable in different situations. Finishing building materials used in the project are gypsum wallboard and plaster; ceramic tiles of 4 x 6 ; plate float glass and thermal insulation is provided using flexible reflective insulation. Site Excavation Work Plan A soil excavation work plan typically consists of several sub plans guidelines. A sampling analysis Plan which involves provisions of sample collection procedures and citing the requirements of field screening also assurance control procedures require for removal is one of the first and most important constituent of the excavation work plan and has been accordingly included. A health and safety plan in relation to the construction work must be drawn before the excavation and removal activities are initiated. These plans are formulated in accordance to the laid down rules and guidelines of the relevant authorities. Approved schedule plans and routine charts are another requirement of a successful excavation plan and thus added (Excavation Work Plan, 2007). Acquirement of necessary permits from the municipality and other concerned authorities is another essential requirement for any kind of excavation and subsequent construction activity or work, which forms a part of the excavation work plan. Profiling of waste materials and proper management of water dumping is to be properly done before execution of the excavation work plan. Detection of any kind of underground utility such as water supply, gas supply etc. is another important constituent factor and appropriate steps are to be defined in the excavation work plan to take those utilities into consideration during execution of eth work. All activities related to mobilization of all equipments, vehicles, personnel are described in their appropriate section in the excavation work plan. The guidelines regarding the dumping proper disposal of any kind of hazardous and contaminated materials obtained during excavation are described in detail in the work plan. A provision to screen the constituents of the excavated soil has been added to the excavation report in order to detect the presence of any harmful or contagious elements. Any kind of backfilling and compaction if necessary are done using the instruction in the work plan. Clean fill is to be done using soil from an offsite source (Environmental Resources Management, 2011). Fig 3. Excavation of Site Source: (Votano and Sunindijo, 2014) Reinforcement Systems The minimum amount of reinforcement in footing slab constructed in the project has been found to be around 0.12% and the maximum spacing which has been specified is around 3 times the effective depth or 450mm, the lower value been chosen. Typically, only tensile reinforcement is provided. Furthermore, the total reinforcement shall be provided uniformly for the square footings. In case of rectangular footings, a central band is to be constructed which has a breadth equal to the width of the footing. The reinforcement in the central band which is to be provided is in accordance with the following equation. Where, B= footings long side / footings short side (Nathaniel S. and Michael J., 1998). Any columns foundation needs adequate amounts of strengthening as a varied number and type of additional loads are applied on it. Widening and strengthening of existing foundations are to be carried out through the construction of a pile system which will reinforce the existing footings. The foundation and the footing are supported using piles driven into the ground. Typically, a group of piles are used and they are topped by a pile cap, which is a large block of concrete into which all of the piles are embedded. (Dot.state.fl.us, 2016). Grade beams are used in conjunction with the piles which help in transferring the loads from the load bearing footings onto the pile caps and into the pile support system. Grade beams also help to withstand large moments from lateral loads and help to stabilize the footing system through effective reinforcement (Foundation-repair-guide.com, 2007). Pile support systems are able to bear higher amounts of loads than any other kind of footing support system. Fig. 4 Pile Support System Source: (Votano and Sunindijo, 2014) The isolated footing system utilized in the construction projectby increasing the size of the footing and the reinforcement steel bars as follows: Excavation of the area around the footing Proper cleaning and subsequent roughening of the concrete surface. Installation of dowels at 25-30cm spacing in both the directions of the footing using a proper and suitable epoxy material. Fastening all new steel bars along with the dowels by the usage of steel wires. The number and diameter of the steel bars which are to be utilized must be in accordance to the design and dimensions of the footings. The surface of the footing is to be coated with a suitable bonding agent so that proper and sufficient amount of bonding is achieved between the old concrete and the newly added concrete. The new concrete mixture is poured onto the new concrete before the crying of the bonding agent. Moreover, the new concrete is to contain a non shrinking admixture material (Mishra, 2014). The advantages of using a pile system for footing reinforcements and support are numerous. Pile support system boasts several advantages such as: High Strength Fast Setting Long Lasting Increased stability No disruptive weight added In some cases, the bearing area of footing is to be increased along with strengthening of the column, in such cases the additional support from the reinforcement system helps in transferring soil pressure on the extended foundation area appropriately along the foundation.Transfer of soil pressure to the existing footings which are without reinforcements is done by excavationwhich is properly done belowtheexistingfooting. Thus, reinforcement addition should make sure that the building is properly supported and any kind of settlement of the foundation has been successfully avoided (Page, 2012). In cases where a tendency of the new concrete to split from the old concrete is observed, sufficient numbers of well anchored/welded hoops are added to avoid and completely eliminate this particular problem (Mishra, 2013). Fig 5. Concrete Slab Footing with foundation Source: (Page, 2012) Concrete Placement Techniques A number of concrete placement techniques were utilized in order to place concrete at different areas of the construction site. Boom pump have been used in some cases to place concrete mixtures in certain area. They offer a varied number of benefits and advantages regarding the placement of concrete in walls. The reach of the boom tube helps in minimizing and in some cases outright eliminating the need necessity for relocation of the concrete hose or pump at the site. The hose is every easy to manoeuvre all around the perimeter of the construction project and the associated automatic controls helps and assists greatly to properly manage the concrete mixture flow rate throughout the pour(American PolySteel, LLC, 2005). Concrete conveyors were used in some cases and in other cases, concrete has been placed directly from the truck chutes of the elephant concrete mixer trucks. Concrete which has placed in its final resting or placing position is placed there before the cement reaches its initial setting state and the concrete which is thus compacted in that final position is made to do so within a time frame of around 30 minutes of leaving the mixture intact. Once the placed concrete is compacted, it is not disturbed and allowed to settle harden accordingly (Mishra, 2015). Concrete is placed in every section of the construction project in successive horizontal layers which are of uniform thickness that range from 150 mm to 900 mm. The concrete is to be placed as rapidly as possible and practicable; this is to prevent any kind of formation of any cold joints or planes of any weakness between each of the successive layers within the poured concrete mixture. Fig 6. Concrete Placement using boom tubes Source: (Love et al. 2001) References American PolySteel, LLC, (2005).C.19 Concrete Placement. PS3000 Installation Manual Step-By-Step Procedures. [online] Available at: https://www.polysteel.com/manual/ps3000/ps3000m089-094.pdf?lbisphpreq=1 [Accessed 8 Aug. 2016]. County Of Los Angeles Department Of Public Works, (2011).Foundation Requirements On Expansive Soil. Los Angeles: County Of Los Angeles Department Of Public Works Building And Safety Division. Designing Structures In Expansive Clay: A Guide For Architects And Engineer. (2005). Datum Engineering, Inc. Dot.state.fl.us. (2016). [online] Available at: https://www.dot.state.fl.us/construction/training/Drill%20Shaft/9_Place_Method.htm [Accessed 8 Aug. 2016]. Douglas Partners, (2015).Site Classification Report Summary. Canberra. Environmental Resources Management, (2011).Soil Excavation IRM Work Plan. ERM Project Number 0128459. New York: Environmental Resources Management. Excavation Work Plan. (2007). Basis Of Design Report Appendix D Cooper Drum Company Superfund Site March 2007 URS Group, Inc. Page 1 Contract No. 68-W-98-225/WA No. 047-RDRD-091N. Foundation-repair-guide.com. (2007).Expansive Soil Problems and Solutions. [online] Available at: https://www.foundation-repair-guide.com/expansive-soil.html [Accessed 8 Aug. 2016]. International Building Code. (2006). New Jersey. E. 1988. Foundation Analysis and Design. McGraw-Hill. Love, P., Irani, Z., Li, H., Cheng, E. and Tse, R. (2001). An empirical analysis of the barriers to implementing e-commerce in small-medium sized construction contractors in the state of Victoria, Australia. Construction Innovation: Information, Process, Management, 1(1), pp.31-41. Mishra, G. (2013).Reinforcement Detailing Of Isolated Footing. [online] The Constructor. Available at: https://theconstructor.org/structural-engg/reinforcement-detailing-of-isolated-footing/8486/ [Accessed 8 Aug. 2016]. Mishra, G. (2014).Design Of Reinforced Concrete Foundations. [online] The Constructor. Available at: https://theconstructor.org/structural-engg/design-of-reinforced-concrete-foundations/7325/ [Accessed 8 Aug. 2016]. Mishra, G. (2014).SOIL Investigation And Foundation Types. [online] The Constructor. Available at: https://theconstructor.org/geotechnical/foundations/soil-investigation-foundation-types/26/ [Accessed 8 Aug. 2016]. Mishra, G. (2014).Strengthening Of Foundations. [online] The Constructor. Available at: https://theconstructor.org/structural-engg/strengthening-of-foundations/1945/ [Accessed 8 Aug. 2016]. Mishra, G. (2015).Proper Methods For Concrete Placement. [online] The Constructor. Available at: https://theconstructor.org/concrete/proper-methods-concrete-placement/7526/ [Accessed 8 Aug. 2016]. Nathaniel S., F. and Michael J., C. (1998).Geopier Foundation Soil Reinforcement Manual. [online] Available at: https://www.dot.ca.gov/hq/esc/geotech/references/Ground_Improvement/12-Foundation_and_Soil_Reinforcement_Manual.pdf [Accessed 8 Aug. 2016]. Page, A. (2012). The Evolution Of The Design And Construction Of Masonry Buildings In Australia. Gesto Tecnologia de Projetos, 7(2). Rajagopalan, P. and Elkadi, H. (2014). Energy Performance of Medium-sized Healthcare Buildings in Victoria, Australia- A Case Study. Journal of Healthcare Engineering, 5(2), pp.247-260. Votano, S. and Sunindijo, R. (2014). Client Safety Roles in Small and Medium Construction Projects in Australia. Journal of Construction Engineering and Management, 140(9), p.04014045. Wang, C.-K. and C. G. Salmon. 1992. Reinforced Concrete Design . HarperCollins.

Favorite Bands of 2007-2008 free essay sample

My Favorite Bands of 2007-2008 1.Seether This band is my favorite out of anything Ive ever listened to. The alternative-rock band, natives of South Africa, is on tour now promoting their newest CD, â€Å"Finding Beauty In Negative Spaces. I went to their concert in Atlanta on May 5th. They did an amazing job performing their songs and ended up doing a 2 ? hour show that night. My favorite songs from this band are â€Å"Gasoline†, â€Å"Like Suicide†, â€Å"FMLYHM†, â€Å"Remedy†, â€Å"Truth†, â€Å"Rise Above This†, â€Å"No Jesus Christ†, and â€Å"Six Gun Quota†. 2.Three Days Grace When I first heard this band, when their songs â€Å"I Hate Everything About You† came on the radio, I was immediately attracted to the music and Adam Gontier, the singers, voice. Their newest CD, â€Å"One-X†, has had many hits played on the radio, including â€Å"Pain†, â€Å"Animal I Have Become†, â€Å"Riot†, â€Å"Never Too Late†; and some older songs, â€Å"I Hate Everything About You†, â€Å"Just Like You†, and â€Å"Home†. We will write a custom essay sample on Favorite Bands of 2007-2008 or any similar topic specifically for you Do Not WasteYour Time HIRE WRITER Only 13.90 / page 3.AFI On June 6th, 2006, AFI introduced a new album called â€Å"DecemberUnderground† to the world. This CD includes many radio hits, like â€Å"Miss Murder†, â€Å"Love Like Winter†, and â€Å"The Missing Frame†. Some other songs that this band has made that I like are â€Å"The Interview†, â€Å"The Boy Who Destroyed The World†, â€Å"The Killing Lights†, â€Å"Endlessly, She Said†, and â€Å"Girls Not Grey†. 4.Bullet For My Valentine This awesome rock band released a new CD on January 29th, 2008, called â€Å"Scream Aim Fire†. One thing I am attracted to in this band is their music. I like how they play, and when you hear a song by them you know its them because they have their own sound. I like every song Ive heard by them, but my favorites are â€Å"Scream Aim Fire†, â€Å"Hand Of Blood†, â€Å"No Control†, â€Å"Tears Dont Fall†, â€Å"All These Things I Hate (Revolve Around Me)†, Room 409†, and â€Å"My Fist, Your Mouth, Her Scars†. 5.Marilyn Manson In 2007, Marilyn Manson and his band unveiled â€Å"Eat Me, Drink Me†, a new CD different from the old Manson sound. I like Marilyn Manson because he isnt afraid to step out of the lines and do something different and shocking. My favorite songs from him are â€Å"The Beautiful People†, â€Å"Heart-Shaped Glasses (When The Heart Guides The Hand)†, â€Å"If I Was Your Vampire†, â€Å"Are You The Rabbit?†, â€Å"The Dope Show†, â€Å"The Fight Song†, â€Å"Rock Is Dead†, â€Å"(m)OBSCENE†, â€Å"Mechanical Animals†, and his spin on â€Å"This Is Halloween† from Tim Burtons movie â€Å"Nightmare Before Christmas†. 6.My Chemical Romance In 2006, the New Jersey native band My Chemical Romance, better known as MCR, debuted a new album called â€Å"The Black Parade†. It was released on October 23rd in the UK, October 24th in the US, and October 28th in Australia. Some of the songs this band has made are â€Å"Vampires Will Never Hurt You†, â€Å"Headfirst For Halos†, â€Å"Im Not Okay (I Promise)†, â€Å"Helena (So Long and Goodnight)†, â€Å"Famous Last Words†, â€Å"Teenagers†, â€Å"Welcome To The Black Parade†, â€Å"House Of Wolves†, and a hidden song on the newest album called â€Å"Blood†. 7.Norma Jean Norma Jean originated from Douglasville, Georgia, a suburb of Atlanta. In September 2006, they released an album called â€Å"Redeemer†. â€Å"The Anti-Mother†, their next studio album, is set to be released in the summer of 2008. My favorite songs from this band are â€Å"The End Of All Things Will Be Televised†, â€Å"Blueprints For Future Homes†, â€Å"A Grand Scene For A Color Film†, â€Å"Songs Sound Much Sadder†, and â€Å"A Temperamental Widower†. 8.Flyleaf I saw Flyleaf on May 5th with Seether and RED in Atlanta. The first thing I noticed was Lacey Mosley, the frail-looking little girl singer with a big voice. She was on stage screaming and singing her heart out. Their only CD is called â€Å"Flyleaf†, and there are many different versions of it, such as CD-DVD combination, live performance tracks, and their music videos on an extra DVD. My favorite songs by this band are â€Å"Im Sorry†, â€Å"All Around Me†, â€Å"Fully Alive†, â€Å"Im So Sick†, and â€Å"Sorrow†.