Target Corporation Essay Sample free essay sample

Target Corporation is a US-based company. focused on general ware retailing. The company provides general price reduction ware through 1. 397 shops. including 1. 239 Target general ware shops and 158 SuperTarget Stores across 47 US provinces. Its SuperTarget shops offer a full line of nutrient points along with general ware. Additionally. the company sells ware under its ain private-label trade names including. Market Pantry. Archer Farms. Merona. Xhilaration. Choxie. Trutech and Target Limited Edition every bit good as through alone plans such as ClearRxSM and Global Bazaar. Target besides operates Target. com. an online concern and the company is headquartered in Minneapolis. Minnesota. As grade of its continued growing as a concern. the company posted grosss of $ 52. 620 million during the financial twelvemonth ended January 2006. an addition of 12. 3 % over 2005 ( Datamonitor. 11 November 2006 ) . Target is particularly celebrated for selling ware under accredited trade names including. Cherokee. Mossimo. Isaac Mizrahi for Target. Michael Graves Design. Sonia Kashuk. Woolrich. Liz Lange for Target. We will write a custom essay sample on Target Corporation Essay Sample or any similar topic specifically for you Do Not WasteYour Time HIRE WRITER Only 13.90 / page Simply Shabby Chic. Waverly. Fieldcrest. Thomas O’Brien. and Smith A ; Hawken. Furthermore. the company besides provides in-store comfortss such as Food Avenue. pharmaceuticss and exposure labs every bit good as leased or licensed sections such as Target Optical and Starbucks. Beyond the strong market presence. Target derives all of its grosss entirely from the US market. The company does non run in any other geographical part. In contrast. rivals such as Wal-Mart have planetary operations. which provide them with a better gross profile and economic systems of graduated table in buying ( Frazier. 31 October 2005 ) . A geographic concentration of grosss makes Target vulnerable to declining market conditions in the US and makes the company uncompetitive compared to planetary retail merchants such as Wal-Mart. Nevertheless. Target has an arm in its Sourcing Services division. one of the most sophisticated operations of its type in retail. purchasing about half of its private label dress straight from abroad mills. The procedure eliminates middleman costs and has been one of the major grounds Target has dramatically expanded its gross borders ( Bower. 6 May 2006 ) . As portion of its ethical and societal duties. Target had supported national partnerships to local enterprises in their ain plans. Target had committed itself to doing the communities better topographic points to populate. This why they support the humanistic disciplines by patronizing free attending yearss. promote our squad members to volunteer and donate liberally to charities. and have created enterprises that make a profound impact. including Take Charge of Education ® . which has raised more than $ 183 million for schools since 1997. Another protagonism that Target supports is diverseness. Their committedness to diverseness is a nucleus value. an built-in portion of how Target stock their shelves. select their ware. plan their shops and welcome their invitees. It besides is reflected in Target’s corporate and shop squads. with each member a valued subscriber to the whole. Last. Target is stanchly back uping the protection of our environment as their company involved it self in recycling shopping carts to donating overstock food markets. Their plans are doing a existent impact and the company had cut its waste by more than 70 % through advanced reuse and recycling plans. They besides had cut down their energy ingestion by utilizing energy-efficient lighting and equipment in our shops ( Target Philosophy + Values ) . Target direction had voiced out the company’s committedness to their squad members that extends beyond the workplace to the communities where they all live and work. Target direction strives to make a workplace in which their 300. 000 squad members feel respected and valued for their alone endowments and positions. believe they have chance for calling promotion and trust that their public presentation is evaluated and rewarded reasonably. The company believes this committedness to their squad members allows them to go on to pull and retain a diverse squad of dedicated. energetic and capable persons who proudly represent the Target trade name. It besides ensures that Target has the necessary accomplishment and experience within their organisation to back up our hereafter growing and stay a leader in the fast-paced and highly-competitive environment. By encompassing invention. subject. unity and velocity throughout our full organisation. Target need to concentrate more on spread outing globally. In add-on to new shop gaps worldwide. the company should continues to revamp bing shops and novice corresponding trade name constructing enterprises. With more shops for Target planned for the coming old ages. the company could vie good to accomplish farther operational and supply concatenation efficiencies and present greater value to its clients. Mentions Arbors. K. ( 2006. May 30 ) . Target’s Apparel Success Intensifies Challenges from Rivals ( Target Stores Inc. ) .WWD.p. 8. Datamonitor International. ( 2006. November 11 ) . Target Corporation. New york: Marketline Business Information Center. Frazier. M. ( 2005. May 31 ) . The Invincibles ; Wal-Mart Doesn’t Intimidate Target. Nor Does Anything Else. Marketing Chief Michael Francis and Team do it Their Way. ( Wal-Mart Stores Inc. . Target Stores Inc. ) .Ad Age76 ( 44 ) : 1. Target Website. ( 2006 ) . Philosophy + Values. Retrieved on-line 22 November 2006 at hypertext transfer protocol: //sites. mark. com/site/en/corporate/page. jsp? contentId=PRD03-001086

Maymont-Descriptive Paper

Maymont-Descriptive Paper Cody IrvineProfessor Cynthia HalsteadEnglish 106 -71 September 2014A Walk Through Maymont ParkSince I was a young child, my parents have been taking my sister and I to Maymont Park in Richmond, Virginia. One Sunday a month, my parents would wake us up to the smell of bacon and homemade French toast. After breakfast we would all get dressed while my mom made a picnic lunch for the family. Then the four of us, my sister, my parents, and I, would pile into the car and start our twenty-minute journey to Maymont Park.Once we got to Maymont, we could smell barn animals and flowers. It was always a beautiful day, with the bright sun bringing out the vivid color of all of the flowers that filled the entrance. The sound of giggling children filled the air. Everyone is always happy at Maymont. At the gates there was a huge wooden wall with animals painted on it.English: The Dooley Mansion at Maymont, in Richmon...Each animal had a small slot above it connected to a collection bin on the opposi te side so you could donate money to whatever species you would like. My parents would give my sister and I each a dollar, and I always put mine in to the black bear.When we passed the animal donation center, we walked out into a busy and exciting petting zoo. My parents gave me a quarter to get some animal feed from the machine. I went straight to the Billy goats. I loved the excitement they showed when someone had food for them. They would lick the food right out of your hand. I was too happy to care about the sticky slime they left behind from their tongues, but my mom always brought hand sanitizer, and she wouldn't let me...

What to Do on a Long Weekend

What to Do on a Long Weekend Not sure what to do on a long weekend coming up? From Labor Day in the fall to Presidents Day in the spring, long weekends are a wonderful break from the craziness of college. Unfortunately, however, they can often slip away quite quickly, somehow leaving you with more to do than before the weekend started and no idea of where your time went. So how can you make the most of your long weekends in college? Aim for the 1-1-1 Plan A basic idea that can make your weekend all you need and more: Spend 1 day on personal stuff, like doing laundry, going to the store, catching up on sleep, and exercising. Spend 1 day doing fun and social stuff, like doing something off campus during the day, hanging out at a Greek house, and attending a campus party. Spend 1 day doing homework. The best part? While doing the fun stuff, you dont have to feel guilty, since youll already have done or scheduled in when to do the not-so-fun stuff. Get off campus You may need to head home to get some TLC. You may want to spend a romantic weekend away with your partner. Or you may just want to take a road trip with some friends to somewhere youve never been before. No matter where or why you go, though, you might be surprised at how much better and more energized you feel when you get back. Start preparing for graduate school tests Do you know youll have to take the GRE? MCAT? LSAT? GMAT? No matter what test you have to take, youll definitely have to study for it. Take the extra time you have over the long weekend to figure out a study plan- and start on it. Volunteer Nothing helps keep things in perspective like volunteering. If youre feeling overwhelmed with your responsibilities in college, consider volunteering one morning of the long weekend. Youll undoubtedly get a new look on things while helping out those who are less fortunate. Kick-start/Refocus on your health Did you plan to live a little healthier this year in school? Have those resolutions fallen by the wayside? Consider using the long weekend as an opportunity to refocus on your health. Catch up on sleep, eat well, exercise, and figure out a few healthy ways to keep the momentum going for the rest of the semester. Organize your college life Does it sound lame? You betcha. Will you be glad you did it? Holy cow, yes. Crank up the music in your room and get to work. Clean up your living space, do your laundry, organize stuff for your classes, get your time management system in order, and overall get your college life in order. True, not many people like cleaning up stuff, but nearly everyone likes clean stuff. Just focus on how much better things will feel (and work! and look!) afterward. Get a head start on your academics In looking at your course syllabi, do you know you are going to be completely slammed at the end of the semester? Consider getting a little ahead of your class projects. True, you may not need or want to finish up your research project, but doing something simple like spending a few hours focusing on a topic means you can spend time later in the semester doing research on that topic instead of aimlessly trying to find one when youre stressed out. Earn some extra cash Most long weekends come with big sales at retail shops. Consider applying for a temporary position or, if you already work in retail, asking for extra hours over the long weekend so that you can have some extra cash in your pocket. Spend time researching your future Eliminate a little stress in your life (cue your parents voices: What are you going to do after graduation? What about this summer? Have you even thought about it yet?) by at least starting to look into what your options might be. You can look at short-term options what to do for Spring Break, what to do over the summer - as well as long term options, like graduate school or job opportunities. Get your resume and a cover letter together No matter what youre doing this summer, chances are youll need a resume. Whether youre applying for jobs, looking at internships, considering studying abroad, or getting materials ready for graduate school, your resume (and possibly a cover letter) will be an important part of the process. Put something together as best you can- and then make sure to have someone at the campus career center look it over.

Roe vs Wade Case Assignment Example | Topics and Well Written Essays - 750 words

Roe vs Wade Case - Assignment Example The article will provide adequate information on the historical background of abortion over time. Furthermore, it will give the accounts of the events as they occurred leading to the 1973 famous Roe Versus Wade rulings that led to the legalization of abortion during different stages of pregnancy. The article seeks to establish the rates of unintended pregnancies among Americans and the related outcome. From the study, it was established that about fifty percent of the births in united states were unintended. The article found out that there are a number of factors affecting different level fo unintended pregnancies and rates of abortion in the U.S. For instance, the rates were low among educated women, the rich women and young women who were between 18-24 years of the reproductive age. This source will be of the essence as it will provide information n the statistics on abortion in the united states. Ruth explains the sparked controversy from the rulings made on this day. She explains how the ruling has affected reproduction in the united states. It gives into account the details of the ruling and the laws that it relied on to conclude the way it did. Therefore, the source will provide information that will be used to detect the Roe v. Wade trial. The article, analyses the public opinion on the sensational ruling on abortion in the years 1973 among the public. At the same time, the author studies the rulings that followed the ruling in 1973. The article Analyses the effect of the Roe V. Wade on the latter rulings in the U.S. Therefore, this source will be useful in determining the public opinion on the ruling and the rulings made later emphasizing the effect of Roe v. Wade. The study points out the incidence of abortion in the united states.

A Stakeholder Perspective Essay Example | Topics and Well Written Essays - 1250 words

A Stakeholder Perspective - Essay Example Since the technology was invented it has been faced with numerous debates some challenging its legitimacy while other proposing for its implementation due to the benefits that come along it (Young). Statistics from WTP indicate t there are close to one hundred strains of genetically modified organism that have be developed so far with approximately forty of them being implemented in the farms for large scale production purposes (Weirich). Despite the strong opposition that have marred the implementation of genetically modified organisms in a number of countries across the world these organisms have numerous of advantages to various stakeholders in the agricultural sector (Koch and Bjarte). For instance, the strains that are genetically modified are often resistant to pests and diseases; they depict tolerance to drought and herbicides at the same time they have enhanced nutritional enrichment as compared to the traditional crops. Despite this advantages a number of arguments have been advanced regarding genetically modified organisms ranging from their safety to if elaborate legislation measures have been put in place to regulate their use and distribution (Consumers Food Safety and Environment) This paper will be arguing on the genetically modified organism debate from a farmer’s perspective based in Ghana. Ghana is a third world country based in Africa and thus it is classified among the group of developing countries that face economic and food security problems over time. Farming in third world countries like Ghana is not sophisticated in terms of farm machinery and thus most of the farming is done for substance purposes (Koch and Bjarte). Commercial farming is done on a small scale by organizations which can afford to implement mechanization in the firms in terms of buying the expensive machines that are required to implement large-scale production of crops as well as the farm inputs that are required

Design Phases in High Rise Building Foundation

Design Phases in High Rise Building Foundation Problems in foundation engineering are the selection of suitable beds and foundation for high rise building is one of the known problems in high rise building. In no of cases it has been discovered that the designing of building foundations goes beyond the limits of normative documents and their construction. As per requirement to ultimate strength bearing capacity especially for high rise building designs are extremely strict. Beds and foundations are quite important phenomena in design and construction of high rise building foundation. There are currently recommended foundation types where piles, combined pile-raft foundations and mat foundations are considered. Ground engineering known as geo-technical design procedures consists on several stages to gain the design of a foundation which is carried out from feasibility study to final geo-technical design followed by concept realisation and soil investigation. Researches has been carried out in accordance to design of high rise building foundation and no of ideas has been brought forward in which anchored slab foundations, raft piled foundations, mat foundations and group of piles or piles can be used for high rise buildings. Typically for high rise building foundations normally piles or group of piles are used for less than thirty floors with the diameter of 0-8 meters having length of 1-40 meters in the case of using wall in the soil ground assuming a parameter structure wall with reinforcement concrete having thickness of 60-1.5 meter which includes basement walls. While considering foundations for high rise building a major part is to aim the reduction of settlement in the new built structure to ensure the safety and sustainability with subject to long life of foundation. In most cases there can be possibilities that the soil type and ground conditions may lead to deep foundations with respect to transfer the high ultimate loads to the soil with the high bearing capacities. In case of bearing capacity of foundation which depends upon soil type, in case of high rise building foundation piles or combined piled-raft foundations are used to accommodate the allowable bearing capacity with subject to soil type and site conditions. In some cases ground water improvement is also necessary especially in urban areas to improve the volume of voids in the soil in order to built high rise building foundation to get the allowable bearing capacity and allowable foundation settlement to resist the failure of foundation. The literature review shows that a very little research work has been carried out to understand the types of foundation with subject to settlement and bearing capacity of soils effect on high rise building foundations. In view of foregoing ,by using the advance computer modelling techniques by considering case study, a no of numerical model based on standard finite-element method will be developed to investigate the behaviours of high rise building foundation by proposing a reliable foundation for high rise building with subject to settlement of foundation considering the simplified hand calculations comparing with the finite element which will be gained from computer modelling with accordance to load and other factors affecting on proposed foundation. Further in case study investigation will be carried out to examine sensitivity and limits of foundation settlements, factors affecting on settlement of foundation in accordance to load and displacement finally, a set of suggestions will be framed for future improvements of design criteria for foundations. Project proposal The selected topic of the project modelling and design of high rise building foundation is based on advanced computer based numerical modelling and a case study. Aim and objective of the project The selected project aims to understand the behaviour of foundations for high rise building Construction. The factor of settlement with respect to load and how the displacement occurs. How the ground improvements can take place. Bearing capacity of soils in case study with respect to the foundation type. Application of advanced computer based numerical modelling techniques will be utilised to compare the hand calculated results. The comparison of experimental results (case study) versus numerical modelling will be carried out to analysis the degree of agreement of both results. The scope of this project is to study the behaviour of foundations which can be used for high rise building structures. Deliverables The effect of load and displacement will be carried out with subject to settlement, bearing capacity of soils and ground water improvement The trend of modes of failure will be carried out on the performance of designed foundation Based on investigation and previous carried out a conceptual model will be developed with the help of case study. Potential Risk The potential risks of this research work are given below. A very limited time to complete the project The complexity of software and its usage. The risk of self learning of computer modelling techniques within scheduled period of time. The short of knowledge and intensive understanding of the topic. The limitation of simulating and modelling the natural site condition and interaction of soil with the pile foundation subject to corrosion induced cracking. The production of invalid results. The following steps will be taken to mitigate or avoid the above noted risks The appropriate work plan under the guidance of project supervisor will be revised. The selection of appropriate and user friendly computer package will be discussed with the supervisor. In view of complexity of usage of computer package and difficulty of self learning, an appropriate help of supervisor will be sought. A confident user of software will be identified and an additional help will be requested. In order to avoid the production of invalid results, close liaison and the scheduled meeting will be held with the project supervisor. Work Plan The stipulated completion period for this research project is three and half months. A number of tasks under various phases have been scheduled to accomplish the research project within fixed time scheduled. Phase I (Task 1 2): A comprehensive literature review will be carried out. The gaps and possible direction for research project will be outlined. The capabilities and limitations of campus based available software will be explored. And the most appropriate software available at campus will be selected and learnt to accomplish the project work. Deliverable: A report comprises the gaps and possible direction for the project will be prepared and submitted to the supervisor for correction and further guidance. Phase II (Task 3): A numerical calculation will be carried out to determine the behaviour and mechanism of propagation of corrosion product. The rate of corrosion propagation subject to various environmental factors will be investigated and quantified. Deliverable: A detail report of numerical calculation, tabular and graphical representation of results will be prepared and submitted to the supervisor for correction and further guidance. Phase III (Task 4): The procedure of computer based modelling will be outlined and model development process based on advance computer application will be carried out. The behaviour of pile foundation under the composite influence of corrosion induced cracking and soil conditions will be modelled. (Task 5 6): A parametric metric study will be undertaken to quantify the effects of various factors on propagation of cracks in concrete cover of pile foundation. An intensive analysis of data and post-processing and detailed examination will be carried out. Deliverable: A detail report of results and analysis will be prepared and submitted to project supervisor for guidance. Phase IV (Task 7, 8 9); the comparison of final results and case study will be made. The compilation of analysis of results, summary of conclusions and recommendation for possible future research work will be carried out. A draft of dissertation report will be written. The same will be submitted to supervisor for review and necessary correction and modification. Research Methodology and approach The project is principally concerned with modelling and design of high rise building foundations with subject to uses of foundations for high rise. A case study will be carried out in terms of design and model which will be appropriate for high rise in literature review the types of foundations will be investigated with subject to high rise. By applying the previous techniques and formulae for the design of foundation the results will be recorded and a comparison will be carried out with the computer software package in case study. The comparison will be carried out in terms of load versus deflection, settlement calculations by using previous methods and finite element with the choosed case study using computer modelling programme. The exploratory and quantitative methodology for the behaviour analysis of high rise building foundation will be adopted .In view of which a comprehensive model will be adopted and explored the results will be extracted from computer modelling of the problems and will be compared with the results gathered from case study results .a range of results will be produced in terms of graphical and in tabular form. The results will be analysed and compared with the results obtained from case study. The behaviour of foundation for high rise used in case study will be explored in terms of numerical modelling based on finite element. Literature survey ANCHORED-SLAB FOUNDATIONS FOR HIGH-RISE BUILDINGS Reference: Soil Mechanics and Foundation Engineering, Vol. 42, No. 4, 2005 pg; 127-130 E. A. Sorochan and D. S. Konyukhov.Scientific-Research Institute of Foundations and Underground. Structures and, Moscow State Civil-Engineering University. According to Sorochan Konyukhov; It is proposed to use foundations with anchors for the construction of high-rise buildings. Friction piles rigidly fixed to a monolithic reinforced-concrete slab are used as anchors. A 70-story 210-m-high building is analyzed for different types of foundations. Settlements and Tilts based on mathematical modelling are compared with reliable values established by the Construction Rules and Regulations. Design of piled raft foundation on soft ground Reference: report from; Y.C.Tan director, Gue partners Sdn Bhd, Kuala Lampur,Malaysia. C.M.Chow Senior Geo-technical Engineer, Gue Partners Sdn Bhd, Kuala Lampur,Malaysia. According to Y.C.Tan C.M.Chow; A design approach for piled-raft foundation system using settlement reducing piles on soft ground is presented. The design approach is divided in to two categories, i.e for low rise and medium high rise the piled raft system is generally based on the concept of settlement reducing piles to control local deformation where piles of short length are strategically located beneath concentrated loads. for medium rise buildings, piles of varying lengths with the longest piles in the middle and progressively shorter piles towards the edge are adopted to control differential settlement within allowable limits. Various design cases must be considered for the design of piled-raft using settlement reducing piles to ensure adequate provisions of pile and design of strip raft for low rise buildings while an interactive analysis to model pile -soil-structure is proposed to analyse medium-rise buildings. BEDS AND FOUNDATIONS OF HIGH-RISE BUILDINGS Reference: Soil Mechanics and Foundation Engineering, Vol. 40, No. 5, 2003 pg; 173-175 by S. B. Ukhov, Scientific-Research Institute of Foundations and Underground Structures. According to Ukhov; Bed and foundation problems occupy a special place in the design and construction of high-rise buildings. This results from the fact that the average pressures over the footprints of the buildings reach 0.5-0.8 MPa, and occasionally more. For the relatively deep bedrock in Moscow, these pressures are frequently transmitted onto soils of Quaternary deposits possessing elevated compressibility. At the same time, requirements for limiting deformations of the beds, especially for their non uniformity and tilting of the buildings remain extremely rigid. The following are currently recommended as basic types of foundations for high-rise buildings: pile, combined piled-raft, and slab, including foundations with increased stiffness (box foundations). Deep foundations, which are supported on fissured limestones, as has occurred, for example, in the construction of the underground bridge in the zone where the third transportation beltway intersects the Lenin Avenue metro station in the area of Gargarin Square, can be used for heavily loaded foundations in particularly complex cases. GEOTECHNICAL PROBLEMS ASSOCIATED WITHTHE CONSTRUCTION OF HIGH-RISE BUILDINGS. FOREIGN EXPERIENCE AND DOMESTIC PRACTICE Reference; Soil Mechanics and Foundation Engineering, Vol. 40, No. 5, 2003,pg 176-184 V. M. Ulitskii, A. G. Shashkin, and K. G. Shashkin Saint Petersburg State University for means of Communication; and, Scientific-Production Union Georekonstruktsiya Fundamentproekt. According to V. M. Ulitskii, A. G. Shashkin, and K. G. Shashkin; The concept of the piled-raft foundation assumes the transfer of some of the load from the building through the lower surface of the slab grillage . Here, the fraction of the load taken up by the slab grillage plays a basic role in the design. According to experience gained with the design of pile foundations at the Institute of Geo-technics in Darmstadt, the portion of the load taken up by the grillage slab is assigned by the designer. It is assumed that during deformation, excess loads from the piles will be transmitted onto the grillage slab; this will, as a result, also lead to an assumed distribution of pressure. Here, of course, it is considered that the settlements of the piled-raft foundation may be appreciably higher than those of a pile foundation, and may approach the settlements of a building on a slab in terms of value. It is precisely this situation that has obviously prohibited application of the concept of the piled-raft foundation to the building housing Commerce Bank II for which the requirements regarding settlements were extremely stringent. Observations made with respect to pressure transducers indicated that a slab grillage does not transmit pressures to the bed soil. On the whole, worldwide experience gained with the design and construction of high-rise buildings indicates that only high technologies of work production combined with profound analytical drafting of the design, and detailed investigations of interaction between the bed soils and building structures will make it possible to erect high-rise buildings in a fail-safe manner, including those constructed under the complex geotechnical conditions of Saint Petersburg. There is no doubt that beyond the dependence on the construction site, the erection and subsequent occupancy of high-rise buildings should be accompanied by a set of scientific measures, including a system of observations on the interaction between the basic bearing structures and bed soils. USING SETTLEMENT-CONTROL PILES TO ENHANCE MAT FOUNDATION OF A HIGH-RISE BUILDING IN ORLANDO Reference; Amr M. Sallam, Ph.D., P.E., M. ASCE, Associate Vice President, Nodarse Associates, Inc., Winter Park, Florida, USA:[emailprotected] S.E. Jim Jammal, P.E., M. ASCE, Executive Vice President, Nodarse Associates, Inc., Winter Park, Florida, USA:[emailprotected] According to Amr M Sallam Jim Jammal ; A piled raft foundation is a system in which the total structural load is supported partially by the raft (mat) through contact with the soil and the piles usually by friction. A piled raft foundation is economical because the utilized piles are usually short since they do not have to extend to a sound bearing layer. The piled raft foundation undergoes settlement that is more than that of pile foundations and less than that of mat foundations. Piled raft foundations were used to support bridges, high rise buildings, and heavy industrial plants. Most of the piled raft research concentrated on the load distribution between that mat and the piles. Analytical solutions as well as linear and nonlinear two and three dimensional Finite Element Analysis are available to optimize the piled raft design. Although a pronounced piled raft foundation was not utilized in the presented case history, the authors utilized the idea of using short frictional piles to control settlement of the mat foundation. A peer review and additional exploration study was performed by the authors to evaluate the most economical foundation system for a Downtown Orlando mixed-use building. Original design called for deep foundations in the form of Augered-Cast-In-Place piles. An alternative foundation system that consisted of solid mat foundations with settlement-control piles was recommended. The settlement-control piles were utilized below the heavily loaded column, where higher contact pressure were observed. This foundation system required continuous coordination between the geotechnical and structural engineer. The settlement-control piles was modeled in the mat structural analysis program as points of higher stiffness than the mat. The results of two static pile load tests were used to estimate the actual pile stiffness within the design load of the pile. A number of columns were monitored for settlement during and after construction. The measured settlement were substantially lower than the predi cted settlement, which proved the efficiency of the recommended mat foundation with settlement-control piles. SLAB-PILE FOUNDATION FOR A HIGH-RISE BUILDING Reference: Soil Mechanics and Foundation Engineering, Vol. 45, No. 1, 2008 pg; 17-22. R.A.Mangushev, A.V.Igoshin, N.V.Oshurkov, and A.B. Fadeev Saint Petersburg State Architectural and Civil Engineering University. According to R.A.Mangushev, A.V.Igoshin, N.V.Oshurkov, and A.B. Fadeev; A slab-pile foundation (SPF) belongs to that group of floating piles with a low slab grillage, which provides for the transfer of a portion of the load onto the soil directly through the lower surface of the grillage. SPF had become popular after several high-rise buildings had been erected on them in Frankfurt (Germany) on a thick stratum of indigenous clay. As compared with a purely slab foundation, an SPF has insignificant settlement and a lower probability of tilting. At the same time, it is more economical than a purely pile foundation where the entire load is transferred onto the piles. SPF hold promise for widespread use in the construction of tower buildings, large tanks, and other similar entities. According to author; It is difficult to analyze the causes of significant deviations in computed SPF settlements from the actual settlement based on one-time analyses. More probably, settlements on the high side, which were obtained by layer-by-layer summation even with a limitation placed on the depth of the compressible stratum with respect to a criterion of 0.5, are caused by data presented by survey organizations, where the compression modulus of the soils had been appreciably underestimated. The experience gained with installation of the SPF has therefore been successful. The actual settlement of the building is lower than the computed value, and lower than the limiting allowable settlement. There is virtually no tilt. The iteration method used to analyze the settlement of the SPF is guaranteed devoid of gross errors, and yields a cautious and, not-underestimated assessment of expected settlement.

Greenland Glaciers

Geological Features: glacier is commonly white and made of ice. It may appear dirty near its end due to debris that it is carried or pushed by the movement o f the glacier. Glaciers can be massive in size stretching across continents (Greenland) or m ay be small sitting atop of mountains. Landscape is ice with some formation of dirt and other land mixed in due to movement. B. The size Of a glacier may depend on if on land or broken off from land.Greenland Ocean depending on where the glacier is from and the time period, different mineral s and elements may be present in the glaciers core. 2. Process(SE): Glaciers are formed when snow builds up for several years from snowfall that exceeds snowbell. Over time, as new snow compresses the axis ting snow, the weight causes the snow underneath to turn to ice. The hardening effect is Simi liar to what happens when you pack a snowball in your hand.The pressure from addition al layers of snow builds for up to thousands of years; the ice gets compressed so much the at the air is forced out and the glacier's color appears to be blue. A. Singularly confederacies ice. B . As snow builds up, the pressure causes ice to form below c . Color may appear blue due to the force AAA Real world Example(s): Greenland and the formation of ice on top of the land.