Art Essay Sample - How to Write One

Art Essay Sample - How to Write OneWriting an art essay sample should take a student about five minutes to accomplish. The best way to get started is to write an essay on a subject that you already know something about. This will be a more interesting essay, and can help the student to know how to present his or her knowledge.There are many different types of subjects that one can write an essay on such as painting, music, literature, painting, and so on. The best way to determine what type of subject you should choose is to look at the examples that are available online. Here are some examples of subjects to choose from:How do you feel about a painting that you have seen? What do you see when you look at it? What do you think about the artist's intent in creating the painting?Are you a professional painter? If so, how would you rate your artistry? What did you like about your painting?What would you say to someone who was not a professional painter about the painting of your choosin g? What would you think about their opinion of your painting? How would you rate your painting's artistry?One of the most important things to remember when writing an essay on a subject is to put yourself in the position of the reader. First you must realize that you are the reader. You must also realize that you are not only looking for information but you are also looking for understanding. You must take the time to become acquainted with the different forms of art as well as the different types of artists that are out there today.In order to become educated in this field, you must first understand the field that you want to become educated in. Once you have chosen a field, make sure to find as much information as possible on the subject. You will need to take the time to research the various sources of information on the subject before you can even start to consider writing an art essay sample.Learning how to write an art essay sample is very simple once you take the time to get information from a variety of sources. If you learn how to do this, then you will never have to worry about a difficult subject ever again.

Literature Review of Fal-G free essay sample

CHAPTER. 2 Literature review GENERAL Fly ash is a waste product from thermal power plants where pulverized coal is used for the as per the literature review GouravHYPERLINK http://biblioteca. universia. net/autor/Gourav,%20K. html,  Studies, 2007. Fly ash is being utilized in the blended cements, additive for concrete and manufacturing of concrete blocks and bricks. Fly ash-lime-gypsum bricks are being manufactured and marketed throughout the country. The literature review on fly ash-lime-gypsum (FALG) mixtures as intended to manufacture bricks or blocks for masonry applications indicates several gaps in understanding the various aspects of the technology. The present thesis is an attempt to understand the behavior of compacted stabilized fly ash mixtures for the manufacture of fly ash bricks and characteristics of masonry using such bricks. A brief introduction to the technology of compacted stabilized fly ash bricks for structural masonry is provided. The main focus of the investigations is on arriving at the optimum stabilizer-fly ash mixtures considering density, stabilizer-fly ash ratio, curing conditions, etc. We will write a custom essay sample on Literature Review of Fal-G or any similar topic specifically for you Do Not WasteYour Time HIRE WRITER Only 13.90 / page as the variables. Therefore the parameters/variables considered in the investigation include: (a) density of the compacted fly ash mixture, (b) stabilizer-fly ash ratio, (c) curing duration (normal curing and steam curing) and (d) dosage of additives like gypsum. The investigations clearly show the possibility of producing bricks of good quality using compacted fly ash-lime gypsum mixtures. Wet compressive strengths of 8- 10 MPa was obtained for compacted fly ash-lime-gypsum bricks at the age of 28 days. Wet strength to dry strength ratio for these bricks is in the range of 0. 55 – 0. 67. Initial tangent modulus for the fly ash-lime-gypsum bricks in saturated condition is in the range of 8000 – 12000 MPa. There is a large scope for selecting optimum mix ratios of Fly ash, sand, lime and other additives to obtain a specific designed strength for the brick. The thesis ends highlighting major conclusions of the investigations. A general study conducted on M30 strength of neat FaL-G has indicated that 1. 5 times of its dosage by weight, as against OPC, keeping the other aggregate same, renders a mortar or concrete of parallel grade strength. A Study on workability for M15 grade concrete has not shown any slump, unlike OPC. The additional 50% input of FaL-G cement might have rendered relatively better cohesion for wet concrete to show this phenomenon. Hence a different approach to study workability of FaL-G concrete has to be developed. Even at low workability, this can be considered as roller compacted concrete. FaL-G can replace OPC in many avenues. The reinforcement behavioral studies in reinforced FaL-G cement concrete (RFCC) are in progress but the postulations indicate that the constituent of FaL-G being 1. 5 times more than OPC by weight which in other words 3 times by volume of account of two to one ratio in densities, the specific area of cement matrix is relatively larger in RFCC than in RCC. Thereby reinforcement is more closely coated with cementitious gels and more safely ensured for water impermeability to veto the chances of corrosion. However FaL-G is weak abrasive product hence may be avoided on high abrasive prone areas, till its abrasive resistance is virtually improved. It is cheap in cost; transportation cost can be reduced by decentralizing the FaL-G cement activities. Fly ash-based brick and cement are far superior in engineering properties over their conventional competitors. This knowledge needs to be disseminated globally, more so in second and third world countries, through tangible technical explanations (Bhanumathidas and Kalidas 2003). Although results of FaL-G bricks and hollow blocks were promising, and the technology could not be implemented due to initial consumer resistance in adapting to new materials. Ambalavanan and Roja (1996) in their study of FaL-G bricks utilized waste lime and gypsum with fly ash. They have observed that in most cases the use of waste lime does not give technically desired results and some improvement is needed to increase the strength of FaL-G bricks. The treatment to be given to waste lime increases the cost of FaL-G bricks significantly as compared to conventional bricks, which is hindering the commercialisation of this new material. Some researchers have reported that there is fall in strength in FaL-G composites at later age. This aspect should be considered in the field application of FaL-G products. For wider application of FaL-G bricks and hollow blocks in the housing sector, extensive research is further needed. ENGINEERING MECHANICAL PROPERTIES OF FAL-G Radhakrishnas (2010) preparation of FAL-g composite included both blocks cubes, with different parameters like finesse of fly ash, aggregate to binder ratio, degree of saturation, age testing the blocks and cubes for unconfined compression to determine the compressive strength. The strength data was generalized for a reference value of water-to-FaL-G ratio. A phenomenological model was developed to account for synergy between the materials used. Its robustness was verified with an independent set of experimental data. The predicted strength values are in close agreement with the experimental strength. He reinforced the possibility of using the model in the field to re-proportion the FaL-G mix of any consistency. Ismail Demur and Serhat Baspinar, 2007: investigated the effect of different type of pozzolan additions to cement free lightweight block made from fly ash–lime–gypsum mixture and observe the changes in physical, mechanical, thermal properties and microstructure Thermal conductivity of the fly ash–lime–gypsum mixture was improved by the addition of the expanded perlite. Optimal strength-thermal conductivity combination was obtained by the usage of silica fume and expanded perlite together. Improved strength properties were obtained by using hydrothermal curing conditions and super plasticizer addition. Mingjie Hua et al, 2009: conducted test using- -new type of semi-rigid road sub-bases. , which is a mixture of FGD gypsum, water glass and slaked lime. They studied molded samples of this new material investigated using different curing methods and measuring unconfined compressive Strength, soundness and water stability. Their team showed that the road sub-base material reflects excellent mechanical properties and soundness durability. S. K. Antiohos et al; 2007: In their test they studied Mechanical and durability characteristics of gypsum-free blended cements incorporating ulphate-rich reject fly ash. No gypsum was added in the mixtures, since it is believed that sulphate ions necessary for the prolongation of the setting process (commonly provided by gypsum) could be provided by fly ash enriched in sulphates. Their tests results revealed that waste materials not up to relevant standards could still contribute to the production of quality products of energy and economical efficien cy. * This article is not included in your organizations subscription. However, you may be able to access this article under your organizations agreement with Elsevier. As per Patent paper, Accession Number: 01022792; This paper presents the results of a laboratory investigation on tensile strength, bearing ratio, and slake durability characteristics of a class F fly ash stabilized with lime alone or in combination with gypsum. They developed Empirical models to estimate tensile strength, bearing ratio, and slake durability indices of stabilized fly ash from unconfined compressive strength test results are also proposed herein. They concluded with enhanced tensile strength and durability characteristics, the stabilized fly ash may find potential use in civil engineering construction. Ambarish Ghosh; 2006: presents paper with results of a laboratory investigation on tensile strength, bearing ratio, and slake durability characteristics of a class F fly ash stabilized with lime alone or in combination with gypsum. Empirical models to estimate tensile strength, bearing ratio, and slake durability indices of stabilized fly ash from unconfined compressive strength test results are also studied, he reported that, with enhanced tensile strength and durability characteristics, the stabilized fly ash may find potential use in civil engineering construction. D. P. Benz et al; (2010); presents paper about thermal Properties of High-Volume Fly Ash Mortars and Concretes. Paper focuses on a characterization of the thermal properties, namely specific heat capacity and thermal conductivity, of such mixture. Because the specimens being examined are well hydrated, estimates of the specific heat capacity based on a law of mixtures, with a â€Å"bound specific heat capacity value being employed for the water in the mixture, provide reasonable predictions of the measured performance. Observed measured values should provide a useful database for evaluating the thermal performance of high volume fly ash concrete structures. RESEARCH PAPER 1999: points about the effects of processing and materials variations on mechanical properties of lightweight cement composites. The mechanical properties were improved by increasing the amount of silica fume, fly ash, and fibers. Paper says both carbon fibers and alkali-resistant glass fibers were effective in reinforcing the matrices, but carbon fibers were superior to glass fibers. Fabrication techniques for producing lightweight cement composites that can substitute for autoclaved lightweight concrete was developed. Md. Moinul Islam1and Md. Saiful Islam 2010: did research about Strength Behaviors of Mortar Using Fly Ash as Partial Replacement of Cement. Concrete Research Letters Vol. 1(3) this paper reports the results of an experimental investigation carried out to study the effects of fly ash on strength development of mortar and the optimum use of fly ash in mortar. His test results show that strength increases with the increase of fly ash up to an optimum value, beyond which, strength values start decreasing with further addition of fly ash. Among the six fly ash mortars, the optimum amount of cement replacement in mortar is about 40%, which provides 14%higher compressive strength and 8% higher tensile strength as compared to OPC mortar. Jia-sheng Chen1 et al; February 2010: His study results show that yellow phosphorus slag can be used as the cement substitute for potential coagulation property. The hydration reaction involves hydration stage, solidifying stage, and strength stage with Ca (OH) 2 as the activating agent. The reaction rates of yellow phosphorus slag, Portland cement, and ultrafine powder hydration with the increase of microstructure stability and initial strength. S. Maitra et al; 2005: Effect of heat treatment on properties of steam cured fly ash-lime compacts was studied. Kinetics of thermal dehydration of the compacts was also studied from thermo gravimetric measurements under non-isothermal condition to ascertain the order of dehydration process and the associated activation energy. Seema Karami1 et al; 2010: Research was undertaken to study the effect of sulphate activation of Run of Station Ash (ROSA) blend with Red-Gypsum (RG), Plaster Board Gypsum (PG) and By-Pass Dust (BPD). Research on Fly ash, Lime and Phospho gypsum (FaL-G) reported that when gypsum was added to Fa-L mix, the compressive strength increased by 3 and 22 times in comparison with that of Fa alone and Fa-L at 28 days curing time, respectively [A. Ghosh and Ch. Subbarao, 2001]. FaL-G is a hydraulic binder that was used for bricks and hollow blocks [Kumar, 2002]. Analysis of aerated concrete block wall; construction quality control; paper gives information about aerated cement concrete blocks are made of , lime, gypsum and fly ash, or river sand as the main raw material, aluminum is made by the gas-foaming agent, molding, maintenance and other craft made of autoclaved porous block walls material. As a load-bearing and non load-bearing structural materials and thermal insulation envelope materials, with a light weight, thermal insulation, sound insulation performance is good; there is a certain mechanical strength and process ability advantages. This paper discusses the aerated concrete block wall construction quality control points. | ENVIRONMENTAL FACTORS PapitaSaha ShyamalKSanyal;2010;The present contribution deals with the removal of cadmium ion using clay soil mixed with different admixture (cement, gypsum, lime, bentonite) as adsorbent in laboratory scale experiment. In continuous experiment it was observed that the % removal was 95–99%. A mathematical treatment of this adsorption phenomenon has been developed and it was observed that the experimental results showed satisfactory agreement with the theoretical predicted results. M. Ahmaruzzaman; 2010: In this paper, the utilization of fly ash in construction, as a low-cost adsorbent for the removal of organic compounds, flue gas and metals, light weight aggregate, mine back fill, road sub-base, and zeolite synthesis is discussed. The adsorption capacity of fly ash may be increased after chemical and physical activation. Converting fly ash into zeolites not only alleviates the disposal problem but also converts a waste material into a marketable commodity. Investigations also revealed that the unburned carbon component in fly ash plays an important role in its adsorption capacity. Future research in these areas is also discussed. | As per the experimental studies done by S. Geetha, Ramamurthy; 2010: Chemical activation is done using Na2SO4 to enhance the strength of the cold-bonded aggregate by accelerating the pozzolanic reaction and formation of more ettringite. It was observed that increase in binder and Na2SO4 dosages increased the strength and decreased the open porosity thereby reducing the water absorption As per, Lal C. Ram Reginald E. Masto; 2010: Studies the application of FA has improved the physical, chemical and biological qualities of soil to which it is applied. FA generated in India tends to be mostly alkaline, with lower levels of trace elements than are often found in FAs from other countries. The concentrations of potential chemical stressors, predominantly metals, in Indian FAs are often less than established or proposed permissible limits and are thus better suited for soil application. A major logistic limitation to the use of FA could be the cost involved in transport of ash from production to utilization sites. High Volume Fly Ash Concrete and Its Mechanism Posted: 2009- It is known that the fly ash emissions from industrial by-products are very large. To fully exploit the potential activity of industrial waste, fly ash has to be used to reduce the amount of cement concrete. To reduce the Cost of production; turning waste into treasure, of harm into, saving a lot of valuable land dumping of fly ash; a greater degree of high performance edge, to improve concrete workability, durability, and physical and mechanical properties we have to use Fly Ash Concrete In one embodiment the invention provides solid bricks produced by compressing together fly ash, bottom ash, gypsum, calcium carbonate, and lime. These bricks have sufficient structural strength for use in building and construction. In another embodiment, waste materials are encapsulated in a mixture of fly ash, bottom ash, gypsum, lime, and calcium carbonate and compressed into bricks that may be disposed of in an environmentally acceptable manner. Further, the compressed bricks containing waste material may be coated with an impermeable membrane of a synthetic polymeric material. Further, the invention provides a mobile, trailer-mounted apparatus for compressing the mixtures into bricks. Mohammad M. Khabiri; 2010: studied the effect of Stabilized Sub base, Containing Waste Construction Materials on Reduction of Pavement Rutting Depth, examined the changes of rutting depths due to using from stabilized Recyclables materials. Milken et al; study investigates the feasibility of using coal fly ash and fly ash-bentonite mixtures as a barrier material for mine waste. Tara Sen and Umesh Mishra; 2010: studied, applications of industrial wastes considered in road construction with great interest in many industrialized and developing countries. The results of this study suggest that the addition of 10% bentonite to coal fly ash reduced the hydraulic conductivity of the coal fly ash to less than 1_10? 9 ms and improved the chemical compatibility for mine waste containment. Use of these materials in road making is based on technical, economic, and ecological criteria. Various Industrial wastes for use in the construction of highway have been found to be successful. ECO-FRIENDLY BUILDING MATERIALS AND TECHNOLOGIES. Eco-housing Assessment Criteria 2009. Information about Fly Ash Lime Gypsum Brick. Fly ash-lime-gypsum bricks / blocks are very good products, giving the highest strength among various bricks. These require relatively higher investment and expensive raw materials to give arrange of high strength products. This is most suitable for mechanized operations, though semi mechanized operations are also possible. Fly ash lime gypsum bricks are made up of 60% fly ash, 10-20% lime and 10-20% gypsum. These bricks have medium range strength. Minimum compressive strength (28 days) of 70 kg/cm2 can easily be achieved and this can go up to 250 Kg/cm2 (in autoclaved type). Advantage of these bricks over burnt clay bricks: Lower requirement of mortar in construction, Plastering over brick can be avoided, Controlled dimensions, edges, smooth and fine finish can be in different colors using pigments and cost effective, energy-efficient environment friendly (This avoids the use of fertile clay). Polycor Vetrazzo; -2010: did research about recycled material investigates the composition preferably used for recycle that is Fal-g and observes, has high recycle content. The sheet-form material made in accordance with the invention can be used to provide exposed solid surfaces, for example, surfaces for shower walls and floors, counter-tops, table-tops, and the like, where low hydraulic permeability and high compressive and tensile strength are required. The cement content is relatively low, preferably in the range of about 3% to 20% by weight, and the pozzolan to cement ratio is relatively high, preferably equal to or greater than unity and can be suitably used as alternative construction material. Godfrey MadzivireLeslie et al; 2010: studies about Balfo Application of coal fly ash to circumneutral mine waters for the removal of sulphates as gypsum and ettringite. They observed Subsequent treatment of circumneutral mine water to pH greater than 11 resulted in more than 60% sulphate removal. Treatment of circumneutral mine water to pH greater than 11 with FA followed by seeding with gypsum crystals and the addition of amorphous Al(OH) 3 resulted in removal of sulphate to levels below the Department of Water Affairs and Forestry (DWAF) water quality effluent limit (500  ppm0). Keat-Teong LeeKok-Chong Tan, et al, 2007, they devised a Model that was found useful to predict the daily operation of flue gas desulfurization processes by using CaO/CaSO4/coal fly ash sorbent to remove O2from flue gas. Puvvadi V et al; 2010: studied about Gypsum treated fly ash as a liner for waste disposal facilities. They investigated the use of gypsum, which is known to accelerate the unconfined compressive strength by increasing the lime reactivity, and further improving the hydraulic conductivity. They made an attempt in the present context to reduce the hydraulic conductivity by adding lime content up to 10% to two selected samples of class F fly ashes. They investigated that the higher amount of lime in the presence of sulphate is observed to produce more cementitious compounds which block the pores in the fly ash. The consequent reduction in the hydraulic conductivity of fly ash would be beneficial in reducing the leach ability of trace elements present in the fly ash when used as a base liner. J. Sanjurjo Sanchez et al. 2010. Studied about the deposition of particles on gypsum-rich coatings of historic buildings in urban and rural environments and made comparisons. They studied XRF and SEM analyses of these coatings and their comparison with both the composition of dust coatings formed by the deposition of gaseous and particulate matter in an urban and a rural locality allows assessing which pollution sources are the most damaging for these materials, knowing the elemental composition of these emissions. Aly Ahmed et al; 2011: did Investigations of using recycled gypsum â€Å"bassanite† which is derived from gypsum waste plasterboard and waste plastic trays for ground improvement; this can be also used for soil improvement. Recycled gypsum content, curing time and frost heave property throughout capillary rise test were investigated to determine the behavior of treated soil with recycled gypsum. In addition, size, content and aspect ratio of strips of waste plastic trays were investigated. Adding strips of waste plastic trays to samples treated with recycled gypsum enhanced both splitting tensile and compressive strengths as well increased the value of secant modulus. The size and content of strips of waste plastic trays have significant effect on the potential of capillary rise and the enhancement of strength and stiffness of tested soil. Mridul Garg et al; 2010:did investigations about environment hazard mitigation of wasteHYPERLINK http://www. sciencedirect. com/science? _ob=ArticleURL_udi=B6V2G-50HWJ3X-9_user=10_coverDate=07%2F14%2F2010_alid=1529465624_rdoc=2_fmt=high_orig=search_origin=search_zone=rslt_list_item_cdi=5702_sort=r_st=13_docanchor=view=c_ct=15_acct=C000050221_version=1_urlVersion=0_userid=10md5=227eba22bc38c03d62ab580849bcc1c7searchtype=a gypsumHYPERLINK http://www. sciencedirect. om/science? _ob=ArticleURL_udi=B6V2G-50HWJ3X-9_user=10_coverDate=07%2F14%2F2010_alid=1529465624_rdoc=2_fmt=high_orig=search_origin=search_zone=rslt_list_item_cdi=5702_sort=r_st=13_docanchor=view=c_ct=15_acct=C000050221_version=1_urlVersion=0_userid=10md5=227eba22bc38c03d62ab580849bcc1c7searchtype=a and chalk how to utilize HYPERLINK http://www. sciencedirect. com/science? _ob=ArticleURL_udi=B6V2G-50HWJ3X-9_user=10_coverDate=07%2F14%2F2010_alid=1529465624_rdo =2_fmt=high_orig=search_origin=search_zone=rslt_list_item_cdi=5702_ sort=r_st=13_docanchor=view=c_ct=15_acct=C000050221_version=1_urlVersion=0_userid=10md5=227eba22bc38c03d62ab580849bcc1c7searchtype=a in construction materials. The paper deals with studies on select wastes like phosphogypsum and chalk for use in value-added building materials. The engineering properties and techno-economics of materials like gypsum plasters, cementitious binders, boards/blocks, masonry cement and flooring tiles produced from phosphogypsum and lime have been detailed. They came to the conclusion that the production and use of building materials from such wastes will protect the environment from degradation. The disposal and use of solid industrial wastes like phosphogypsum, fluorogypsum, fly ash, and slag can be met successfully. Activation or strengthening of fly ash-lime with gypsum Yang MinQian Jueshi and Pang Ying; 2007:studied about the Activation of fly ash–lime systems using calcined phosphor gypsum also experiments were performed to determine the effect of calcined phosphogypsum on the strength of fly ash–lime binders. Significant strength increases compared to binders without calcined phosphogypsum were observed due to the activation. They opined lime sludge, is significant in view of their availability and potential applications. Kelly RuschTingzong Guo and Roger; 2002: They investigated how best PG can be stabilized with class C fly ash and lime for potential use in marine environments. Development of the ruptures in the composites must be considered when the composites are used for aquatic applications. They came to the conclusion that effective diffusion coefficients and effective diffusion depths alone are not necessarily good indicators of the long-term survivability of PG: class C fly ash: lime composites. Larbi Kacimi Martin Cyrand Pierre Clastres; 2010: The objective of this study was the synthesis of L-C2S (Ca2SiO4) belite cement, starting from fly-ash of system CaO–SiO2–Al2O3–SO3, and using the hydrothermal method in alkaline solution. The optimization of the synthesis parameters (temperature and time of stirring, pH of solution, temperature and duration of mixture burning) was also studied. The results obtained showed that these ashes could form belite cement composed of only one dicalcium silicate phase ( L-C2S). Bhanumathidas and Kalidas; 2004: They studied the Point of View Dual role of gypsum: Set retarder and strength accelerator. They opined while all fly ashes may not need additional gypsum, care has to be taken not to deprive those fly ashes in need of additional gypsum FaL-G technology, developed by the authors, achieved its breakthrough by tapping the potential of calcium aluminates towards the formation of ettringite and mono-sulphate; thus changing the pace of lime-fly ash chemistry. They said gypsum plays a predominant role as the strength accelerator in the context of hydrated mineralogy in FaL-G. Moreover, gypsum works as set-accelerator in lime-pozzolana binders in contrast to its role as set-retarder in OPC. Stefania Grzeszczyk, and Katarzyna Front; 2000. They carried out rheological studies out on the effect of a super plasticizer from the sulphonated melamine formaldehyde (SMF) group upon the properties of fly ash suspensions containing a small quantity of mineral admixtures such as cement, lime and gypsum. Ghosh, et al; 2007: They studied about Leaching of Lime from Fly Ash Stabilized with Lime and Gypsum. They presented leaching test results of a class F low lime fly ash stabilized with varying percentages of lime (4, 6, and 10%) alone or in combination with gypsum (0. 5 and 1. 0%).. The effects of factors like lime content, gypsum content, curing period, and flow period on leaching of lime from a compacted stabilized fly ash matrix are reported herein. Two non dimensional parameters, alpha sub coi and beta sub coi, are presented herein to study the effect of gypsum on the total amount of calcium leached out from the compacted stabilized fly ash. They presented a model is also to estimate the amount of calcium leached out from the stabilized fly ash. Ambarish Ghosh 2010; conducted lab test to determine the compaction Characteristics and Bearing Ratio of Pond Ash Stabilized with Lime and Phosphogypsum. This paper presents the laboratory test results of a Class F pond ash alone and stabilized with varying percentages of lime (4, 6, and 10%) and PG (0. 5, and 1. 0), to study the suitability of stabilized pond ash for road base and sub base construction. As per the empirical model he developed to estimate the bearing ratio for the stabilized mixes through multiple regression analysis. Linear empirical relationship has been presented herein to estimate soaked bearing ratio from unsoaked bearing ratio of stabilized pond ash. He concluded from the experimental results that pond ash-lime-PG mixes have potential for applications as road base and sub base materials. As per,PeijiangHYPERLINK http://scitation. aip. org/vsearch/servlet/VerityServlet? KEY=ASCERLpossible1=Sun%2C+Peijiangpossible1zone=authormaxdisp=25smode=strresultsaqs=true Sun and HwaiHYPERLINK http://scitation. aip. org/vsearch/servlet/VerityServlet? KEY=ASCERLpossible1=Wu%2C+Hwai-Chungpossible1zone=authormaxdisp=25smode=strresultsaqs=true-Chung Wu 2009, Splitting Tensile Strength of Fly Ash Activated by Hydrothermal Hot-Pressing Process, an innovative process of recycling fly ash (both Class F and Class C) into potential construction materials with superior mechanical properties is investigated. Several key parameters—such as treatment temperature, duration of process, and amount of chemical activator—are evaluated critically. The results confirm that fly ash can be solidified and specimens show splitting tensile strengths of about 1. 0  MPa by hydrothermal hot pressing alone. With a small amount of chemical activator (NaOH), the tensile strength can reach as highas5. 4  MPa. Fal-g used as Road sub base parameters Weiguo ShenMingkai Zhoua and Qinglin Zhao; 2006:, Studied on lime–fly ash–phosphogypsum, FaL-g Binder. As per his their study a new type of lime–fly ash–phosphogypsum binder was prepared. To improve the performances of lime–fly ash binder this was a typical semi-rigid road base Material binder in China. They concluded the modified lime powder had much higher activity than ordinary quick lime or slaked lime powder; it was the best alkali activator to prepare lime–fly ash–phosphogypsum binder. As per, Degirmenci Nurhayat; 2008, they investigated Utilization of phosphogypsum as raw and calcined material in manufacturing of building products. The main objective of this research was to investigate the utilization potential of phosphogypsum with fly ash and lime in construction industry. On the basis of the test results, it was concluded that the curing conditions have an important influence on the compressive and flexural strength of the binder specimens. It was also concluded that the, Cementitous binder obtained can be used for the production of interior wall materials such as bricks and blocks MinYang et al; 2008: presented a (Technical Note) regarding activation of fly ash-lime systems using calcined phosphogypsum. Experiments were performed to determine the effect of calcined phosphogypsum on the strength of fly ash lime binders. But lowering the lime to calcined phosphogypsum ratio of blends with the same fly ash content yielded a relatively lower compressive development at late ages. Strengths of samples cured first at 45[degrees] C in over 90% R. H. for 12 h and then at room temperature were better than those cured at room temperature all the time. X-ray analysis suggests that the activation of calcined phosphogypsum to the systems was due to the formation of ettringite and dehydrate calcium sulfate during the hydration process. LJMU 2008 ANNUAL INTERNATIONAL CONFERENCE 20TH -21ST FEBRUARY 2008, LIVERPOOL, UK. This paper will review the various applications for coal fly ash associated with road construction, summaries the technical benefits and discuss in detail the environmental and sustainability considerations of its use. Composite masonry material from Fal-G A Paki Turgut; 2010: investigated about Masonry composite material made of limestone powder and fly ash. LP waste and class-C FA were used to produce a composite material without the addition of Portland cement. They concluded, from Preliminary results obtained from the tests that masonry composites can be produced using LP, FA and water. | | | etd AT Indian Institute of Science  ;  1994:Did investigation about-| -a method of using waste materials produced by coal combustion to produce useful products. In one embodiment the invention provides solid bricks produced by compressing together fly ash, bottom ash, gypsum, calcium carbonate, and lime. These bricks have sufficient structural strength for use in building and construction. In another embodiment, waste materials are encapsulated in a mixture of fly ash, bottom ash, gypsum, lime, and calcium carbonate and compressed into bricks that may be disposed of in an environmentally acceptable manner. Further, the compressed bricks containing waste material may be coated with an impermeable membrane of a synthetic polymeric material. Further, the invention provides a mobile, trailer-mounted apparatus for compressing the mixtures into bricks. P. Chindaprasirt; 2008: did investigation about Lightweight bricks made of diatomaceous earth, lime and gypsum. They studied Water content, pre-curing period, lime content, gypsum content and calcined temperature. The nature of hydration products and morphological characteristics of the lightweight bricks are also investigated. Yang et al; 2009 conducted studies about Preparation of load-bearing building materials from autoclaved phosphogypsum. The present study was focused on autoclaved PG and its use in making load-bearing wall bricks. Tobermorite was the significant hydrated product, which contributed to the strength of bricks. The use of autoclaved PG for making load-bearing wall bricks was recommended instead of conventional burnt clay bricks. A possibility to get water-stable materials at curing in the ambient air. It was shown that water uptake might be reduced by different methods, the best of which is short-term impregnation by a hydrophobic liquid of the siloxane group. Results from experiments with small specimens and full size pressed blocks were compared. It is noted that blocks answered to the requirements of Israeli Standard to cement concrete blocks. As per the S. Marinkovic and A. Kostic-Pulek; 2007. Examination of the system fly ash–lime–calcined gypsum–water. The feasibility of the utilization of the system fly ash–lime–calcined gypsum (? -hemihydrates)–water (the mass ratio 2:1:2:2. 5) for the production of building ceramics was investigated. S. Marinkovic and A. Kostic-Pulek opined curing of these products, a compressive strength of 4. 01  MPa in the water-cured and 7. 83  MPa in air-cured system developed. When the air-cured system was exposed to three alternate heating–cooling or three alternate cooling–heating cycles, the compressive strength increased (from 7. 83 to 9. 47 and 10. 55  MPa, respectively). The fly ash–lime–calcined gypsum–water systems prepared in this work can be applied for the manufacture of products for internal walls (bricks and blocks). As per Vimal Chandra Pandey Nandita Singh; 2010, systems Studies revealed that the lower FA incorporation in soil modifies the physico-chemical, biological and nutritional quality of the soil. He concluded that FA could be effectively used in the barren or sterile soil for improving quality and enhancing fertility. The purpose of this paper is to explore the possibility of FA addition into degraded soils for improving nutritional and physico-chemical properties. As per literature review of   Gourav, K  2010; fly ash-lime-gypsum (FALG) mixtures as intended to manufacture bricks or blocks for masonry applications indicates several gaps in understanding the various aspects of the technology. The literature review on the present thesis is an attempt to understand the behavior of compacted stabilized fly ash mixtures for the manufacture of fly ash bricks and characteristics of masonry using such bricks. A brief introduction to the technology of compacted stabilised fly ash bricks for structural masonry is provided. Review of the literature on fly ash-lime and fly ash-lime-gypsum mixtures, and fly ash bricks are provided in chapter 1The main focus of the investigations is on arriving at the optimum stabilizer-fly ash mixtures considering density, stabilizer-fly ash ratio, curing conditions, etc. as the variables. Some of the major conclusions of the investigations are (a) compressive strength of compacted stabilised fly ash mixtures is sensitive to dry density of the specimens and the strength increases with increase in density irrespective of stabilizer content and type of curing, (b) Optimum lime fly ash ratio yielding maximum strength is 0. 5, (c) addition of gypsum accelerates rate of strength gain for compacted fly ash-lime mixtures (d) for 28 days wet burlap curing optimum gypsum content yielding maximum strength is 2% and maximum compressive strength is achieved for lime contents in the range of 10 – 17%, (e) steam curing (at 80  °C for 24 hours) gives highest compressive strengt h for compacted fly ash-lime mixtures. Compressive strength, flexure bond strength and stress strain relationship for the fly ash brick masonry using cement-lime mortars were evaluated. The investigations clearly show the possibility of producing bricks of good quality using compacted fly ash-lime gypsum mixtures. Wet compressive strengths of 8- 10 MPa was obtained for compacted fly ash-lime-gypsum bricks at the age of 28 days. Wet strength to dry strength ratio for these bricks is in the range of 0. 55 – 0. 67. There is a large scope for selecting optimum mix ratios of fly ash, sand, lime and other additives to obtain a specific designed strength for the brick. Curing effect; on improving strength of fal-g. As per, Is? k Yilmaz and Berrin Civelekoglu; 2009, this paper deals with the performance of the gypsum as an additive for treatment of the expansive clay soils by means of swell potential and strength. Gypsum can be used as a stabilizing agent for expansive clay soils, effectively. The literature contains a vast number of stabilizing techniques such as lime, cement, and fly-ash for treatment of expansive clay soils. They however concluded the use of gypsum as a stabilizing agent is currently not clear. As per Pimraksa and P. Chindaprasirt; 2008, Water content, pre-curing period, lime content, gypsum content and calcined temperature are the factors investigated. The nature of hydration products and morphological characteristics of the lightweight bricks are also investigated. He concluded that the diatomaceous earth possesses pozzolanic property and can be used for making lightweight bricks. Concrete blocks of fal-g As per the literature review of Sunil Kumar. 2007, The compressive strength, water absorption and weight of FaL-G hollow blocks were determined . FaL-G hollow blocks are light in weight and being hollow, impart thermal insulation to the buildings. In this paper, a study based on the results of an experimental investigation on FaL-G hollow blocks is presented. The durability of these blocks in terms of loss in compressive strength in sulfate environments is also presented in this paper. It is observed that FaL-G hollow blocks have sufficient strength for their use in general building construction. High Volume Fly Ash Concrete and Its Mechanism Posted: 2009: As the fly ash emissions from industrial by-products is very large, large volume fly ash concrete to fully exploit the potential activity of industrial waste fly ash to reduce the amount of cement, concrete to reduce the Cost of production; to improve concrete workability, durability, and physical and mechanical properties. High Volume Fly Ash Concrete to save both cement, but also consume a large amount of fly ash, for the reduction of Environmental load of very effective. High Volume Fly Ash Concrete as a new type of material has its own unique advantages, with its performance study, large volume fly ash concrete and continuously improves the performance. In one embodiment the invention provides solid bricks produced by compressing together fly ash, bottom ash, gypsum, calcium carbonate, and lime. These bricks have sufficient structural strength for use in building and construction. In another embodiment, waste materials are encapsulated in a mixture of fly ash, bottom ash, gypsum, lime, and calcium carbonate and compressed into bricks that may be disposed of in an environmentally acceptable manner. Further, the compressed bricks containing waste material may be coated with an impermeable membrane of a synthetic polymeric material. Further, the invention provides a mobile, trailer-mounted apparatus for compressing the mixtures into bricks. As per the Technical paper ECO-FRIENDLY BUILDING MATERIALS AND TECHNOLOGIES. 2009. Fly ash-lime-gypsum bricks / blocks are very good products, giving the highest strength among various bricks. These require relatively higher investment and expensive raw materials to give arrange of high strength products. This is most suitable for mechanized operations, though semi mechanized operations are also possible. Fly ash lime gypsum bricks are made up of 60% fly ash, 10-20% lime and 10-20% gypsum. These bricks have medium range strength. Minimum compressive strength (28 days) of 70 kg/cm2 can easily be achieved and this can go up to 250 Kg/cm2 (in autoclaved type). Advantage of these bricks over burnt clay bricks: Lower requirement of mortar in construction, Plastering over brick can be avoided, Controlled dimensions, edges, smooth and fine finish can be in different colors using pigments and cost effective, energy-efficient environment friendly

Conflict Resolution

Conflict Resolution Conflict resolution skills are invaluable source of establishing peace. However, conflict has for a long time been misconstrued to mean only the physical disagreements between two parties. This paper looks at conflict particularly in regards to personal mental conflict on a particular dilemma whereby an individual may be faced with difficult decision making options.Advertising We will write a custom essay sample on Conflict Resolution specifically for you for only $16.05 $11/page Learn More This kind of would require balancing between more important issues and those that are not of high priority. Such decisions include balancing relationships, loss of employment and the quest to settle for another job opportunity, what subjects to study at a college, careers to pursue, places to inhabit, business ventures options, health matters among others. I chose to read this chapter of the book because it has immense information on what I actually needed to understand o n improving my overall motivation towards my vision. Plans are important in the pursuit of our set goals in life. The book also provided me with the information I was looking for especially on the area of conflict resolution as an individual. These are discussed in details in the remaining section of the essay. Research has shown that mental conflict and dilemma experienced by an individual may lead to stress. Additionally, distress may also manifest itself as an advance level of stress and depression. Finally, frustrations which may lead to an individual to be fixated, brain being rewired and even death in some cases through suicide Deutsch, Coleman Marcus, 2006). For one to effectively manage mental conflict, the individual victim must be prepared with the necessary tactics and skills of conflict resolution and the right knowledge on how to become proactive by self evaluation and regulation. This kind of approach enables an individual to understand self image, strengths, weakness , aspirations and threats from the world around and the needs of those with whom we interact with. One of the most important approaches to the resolution of the interpersonal conflict is the inculcation of willpower which is the aspirations of the individual in dilemma driven by the strength and the opportunities (Deutsch, Coleman Marcus, 2006). A person would have to forgo immediate self gratification which is of great pleasure for the sake of waiting for something far much more important but coming at a later date. I remember at my childhood, one day a young man collected about five of us and gave each of us a piece of banana. The rule of eating the piece of banana was that the first person to finish would be added but only on condition that the person takes very small bites of the banana.Advertising Looking for essay on business economics? Let's see if we can help you! Get your first paper with 15% OFF Learn More This was the dilemma of the game since mo st of us believed that the only quickest way to finish first was to take big bites. All of us failed the test save for one girl who did take small bites but was never the first to finish. This kind of conflict is referred to us Marshmallow Dilemma which is a prototype self conflict according to psychological research. Understanding individual differences and the social and cognitive adaptive skill is key to conflict resolution in an individual. Consciousness and ego can be controlled through restrain by avoiding impulsive reactions. Research shows that effective self regulation beginning at an early age predicts that such individuals can manage their future lives in a better way and become more responsible citizens as opposed to those who cannot regulate themselves effectively at an early age (Deutsch, Coleman Marcus, 2006). Therefore, they are more likely to exhibit poor academic performance, disorders in offsprings and even become social deviants in society. Reference Deutsch, M. , Coleman, T. P. Marcus, C. E. (eds). (2006). The hand book of conflict resolution: theory and practice, San Francisco: Jossey-Bass Conflict Resolution Human beings experience internal and external conflicts on daily basis as they struggle with temptations and dilemmas they encounter and create (Deutsch, Coleman Marcus, 2006, p.294). For example, a cigarette addict (suffocating with emphysema) determined to quit smoking may find himself/herself fighting the urge on whether to light the next cigarette or not.Advertising We will write a custom essay sample on Conflict Resolution specifically for you for only $16.05 $11/page Learn More Such internal conflicts are all-pervading as humans attempt to pursue a complex achievement or adhere to a health routine such as medications, prescribed diets or exercise schedules. This paper will discuss some salient features of internal and external conflicts and suggest how people can mitigate them. Conflict and stress are closely connected and work hand in hand in a manner that they weaken rational problem solving at the same time escalating self-defeating and irrational hot behavior (Rahim, 2011, p. 67). In this context, stress amplifies the likelihood for conflict which in turn increases stress level thereby generating a destructive gush of impulsive hot-system reactions. As a result, the likelihood of rational and effective conflict resolution if further undermined. Nonetheless, a number of studies have been done on this impasse and numerous solutions have been suggested on how handle conflicts in a constructive way (Deutsch, Coleman Marcus, 2006, p.302). The marshmallow test is one such example. For this case, delay of satisfaction and frustration tolerance is augmented if an individual can convert his/her average waiting time into an enjoyable, non-waiting state. There are two basic ways to accomplish this. One is by rerouting concentration and thoughts away from the exasperating elements of the delay of satisfaction and concentrating instead on pleasurable things. This type of distraction can be realized by taking part in mentally or overtly activities in the course of the delay period so as to repress the stress associated with waiting for the desired outcome. Distraction strategies such as time-outs are usually employed on a daily basis in conflict situations to allow people suppress the escalating conflict and concentrate on something else in order to calm down and take a fresh look (Deutsch, Coleman Marcus, 2006, p.302).Advertising Looking for essay on business economics? Let's see if we can help you! Get your first paper with 15% OFF Learn More Second, the conflict arising from the delay period can also be alleviated by altering the manner in which people mentally embody the outcomes they are working or waiting for. Given the adverse effects of stress, the ability to manage stress is a critical aspect in conflict resolution. The ability to manage and alleviate stress enhances not only self-control and self-cooling but also the ability to produce and evaluate potential solutions to the conf lict. The ability to control stress can thus imply the difference between repressing hot desires and pouring out hysterically. It is against this background that Gottman and others (working with married couples with severe conflicts in their relationships) discovered that stress management tactics such as mediation, exercise and self-soothing habits for relaxing play important roles in terms of marital contentment and conflict resolution (Deutsch, Coleman Marcus, 2006, p.304). Severe conflicts, whether internal or external normally produce strong emotional excitement that can easily set off automatic reflective responses including hostility and fight or evasion and flight. These spontaneous responses often contribute to adverse long-term outcomes for the concerned parties. As the discussion above has elucidated, there are a variety of conflict management strategies (such as time-outs, reflection and mediation) that can be employed to facilitate the shift from hot impulsive response s to a cooler and efficient modes of cognitive problem solving. References Deutsch, M., Coleman, P.T., Marcus, E.C. (Eds.). (2006). The Handbook of Conflict Resolution: Theory and Practice. San Francisco, CA: John Wiley Sons, Inc. Rahim, M.A. (Eds.). (2011). Managing Conflict in Organizations. New Jersey: Transaction Publishers.Advertising We will write a custom essay sample on Conflict Resolution specifically for you for only $16.05 $11/page Learn More

Workplace Safety Research Paper Example | Topics and Well Written Essays - 2000 words

Workplace Safety - Research Paper Example However, the cases of hazardous workplace injuries are still caching the attention of public. Occupational Safety and Health Act (OSHA) is the American employee safety act which also deals with workplace safety issues. In this paper we will discuss whether OSHA is proving successful in dealing with workplace safety issues or not. Problem Statement The problem statement for the research paper is, ‘Is OSHA Proving Successful in Ensuring Workplace Safety for Construction Related Occupations and Other Dangerous Occupations’. Literature Review There are various kinds of occupations that an individual chooses to earn his/her living. Some of those occupations are considered dangerous from the perspective of personal heath, whereas some occupations are somewhat less dangerous and are considered harmless. Workplace safety is the biggest concern for any individual while adopting any occupation. People prefer to adopt such occupations that are considered less dangerous. The reason is that health is the most precious asset for a person. Employees’ level of productivity is linked directly with the level of protection that they feel while at work (Hayes, Perander, Smecko, & Trask, 1998). If employees feel safe at work, their level of productivity increases as they can focus on their work properly. On the other hand, concerns over safety adversely affect their levels of concentration and productivity. However, sometimes people have to adopt such occupations that are most vulnerable to personal safety. Construction related occupations fall into the category of those occupations that are considered dangerous. The reason is that construction related occupations have many concerns regarding workers’ safety. As Cullen (2002) states, â€Å"most jobs have expected, known hazards† (p. 7). For example, many laborers and even engineers while working lose their lives falling accidentally from high roofs of multistory buildings. In the same way, sometime s electricians suffer deadly electric shocks when they forget to apply appropriate security measures regarding electric current while doing electric work in new buildings. These are just some of those risks that make construction related occupations unsafe and dangerous for health. However, the fact is that construction related occupations are not the only type of occupations that are hazardous; there also exist some other occupations that are even more dangerous as compared to construction related occupations. Some of those occupations include firefighting, fishing, criminal justice system related occupations, farming, and aircraft pilot. OSHA guidelines are there to protect most of these occupations. The guidelines are proving very effective as they have reduced the number of per year causalities associated with these occupations up to some extent (Lanoie, 1992). However, workers are still suffering workplace injuries because management officials of most of these occupations are n ot skilled enough to implement OSHA safety mechanisms properly. Therefore, a lot more still needs to be done by the management officials in order to overcome the issue of workplace safety properly. Workplace safety is the main factor that plays its part in making people consider some occupations dangerous and risky for personal health and safety. People are usually not aware of OSHA guidelines regarding workplace safety nor they have in their minds that whether the companies for which they are going to work follow OSHA safety guidelines or not. Therefore, they consider

The Easiest Teacher-Researcher Data Collection Strategies Essay

The Easiest Teacher-Researcher Data Collection Strategies - Essay Example The focus groups are another strategy that will I would incorporate into my teaching as it an effective way of enhancing peers to learn from each other while assessing themselves. This increases the awareness of the different areas the students have difficulties in thereby prompting them to help each other better. The hardest teacher-researcher data collection strategies to incorporate into my teaching would be digital pictures, weblogs, and videos. As much as these instructions strategies are very effective in breaking the monotony of the classroom thereby rejuvenating the students’ concentration, they also have an equal effect of diverting the attention of the students from the intended purpose. For instance, when a teacher uses a video or the digital pictures teach something, there is a high tendency of more than 60% of the students to remain glued on the video or the pictures long after the teacher has finished using them. This shows that they did not concentrate on the concept taught but rather they were concentrating on the bar picture or the video. I would be comfortable with my colleague taking notes for me while teaching as this is a very important form of feedback that can help me improve my teaching. The notes will also give me a personal reflection of how to prepare my action plan in the future. However, I would appreciate some if some ground rules are followed for this practice in order to avoid conflict. My colleague should not take this opportunity as a chance for her/him to teach me how to teach my lessons or how to improve my practice. The notes alone will give me the feedback I need to improve my practice and teach better. The principle or the university supervisor can support my efforts to collect data by creating an environment that is conducive for learning and the children and their parents can put educational activities before any other activity around the school. This forms healthy school environment where the learning activities produce a lot of data needed to make effective learning decisions.  Ã‚  

Setting up a car sales garage Essay Example for Free

Setting up a car sales garage Essay I Have Chosen To Provide A Good Service To My Customers Because I Think This Will Differentiate From The Competition And I Expect To Gain More Customers Through This. I Have Chosen To Increase Sales And Profit As I Will Then Be Able To Input More Money Into The Business And Expand My Stores Into New Areas And Expand My Product Range. Source Of Finance Most Of My Money Will Come From My Partnership And This Money Will Be Used To Pay For Rent Which Will Be Approximately   1500 Per Month. I have Based This On Internet Research Which Identified Medium Sized Outlet In Newcastle Would Cost Around This Amount To Rent. The Money Will Be Used For Refurbishment And Initial Stock And If Any Money Is Needed I Will Ask The Bank For A Small Loan/Overdraft For Up To 5000. If I Take Out A Loan I Expect To Pay 6-7% Interest If I Take It Out Over 5 Years. This Percentage Is Because The Current Interest Rate Set By The Bank Of England Is 5. 5%. If Grants Are Available To Locate In Newcastle Would Apply For One As They Are Available To Certain Areas For Example Rundown Areas. I Have Chosen Not To Get A Mortgage Because It Would Tie Me In For A Period Of Up To 25 Years And Make It Difficult To Relocate To Another Property Or Area Because I Would Have To Sell My Existing Property First. Competitor Scan In This Section I Will Undertake a competitor scan by visiting local competitors or researching the internet. I Will Outline 3 main competitors in the local area. I Will Then Explain their strengths and weaknesses and outline how you will make your business better than theirs. I collected my info from 100 people, this gives me an accurate amount of results and an even sample percentage. I chose 100 people and used their answers and put them in graph. I chose these people with random sampling. This is where I choose people to do it at random when I was giving them out so that everyone has an equal chance of getting chosen. The results are as follows: 1. Sex The Graph above shows that males seem to be more interested in my shop so I will aim my products towards a male population. The graph shows that a majority of people under age 30 were interested in my shop. So I will target this group. 3. Wages The graph shows the majority of people earn   10000 30000. I will aim my products toward these people. As a lot of my accessories I will be selling are expensive it is better to aim the price range to higher earning individuals. 4. Cars The graph shows the four most dominant types of car owned by my target market. As these cars are most popular I will specialise in selling accessories for these models. I am now going to summarise my questions. Most people whom I questioned said that they probably would buy my product. Most people said they would pay between i 300 i 1500 depending on the item. The majority of people would buy their parts from a car hypermarket. Most people said they look for quality and well priced parts when purchasing them, these are also the reasons people said I improve my services to differentiate me from all competitors. Laws Affecting My Business The Race Relations Act, 1976 Makes discrimination on grounds of race illegal in the same way as the Sex Discrimination Act. Again, there is scope for GOQs for example, advertising for an Italian waiter to work in an Italian restaurant. How It Affects My Business Prevents people from racial discrimination at work and prevents colour prejudice such as when applying for a job. The Equal Pay Act of 1970 Sets out that women and men should receive the same pay for doing the same type of work or ranked as being of the same value. How It Affects My Business This prevents men and women being paid different wages for the same job. And means I will have to pay both sexes equally. When recruiting people I must make sure they are getting paid the same as someone else doing the same job. have chosen these companies to supply these parts as they are well known by my target age group and are reasonably priced. The parts will be specifically suited for different makes and models of cars. The main cars I will stock for are the Ford Fiesta, Renault Clio, Vauxhall Corsa and the Ford Focus. I will stock these parts for these cars as my target market identified these as popular choices. I will differentiate myself by offering special discounts to store card holders and allow them to purchase items on credit. I will give each customer free fitting for customers who spend over i 1250 and will give all customers a year long money back guarantee and free servicing if they are store card holders, this differentiates me from my competition because none of them offer this service. I have chosen not to offer credit agreements as a lot of companies have lost a lot of money in recent months through customers being unable to pay the money back. I will try to portray my company as a company that offers good quality named products at very competitive prices. This will in turn create a well respected image for my business which will help me stand out from the competition, this will help attract my target market. I have chosen the name AutoModz as my company name as this relates to the products Im selling and is catchy. Product Life Cycle Introduction During this stage my sales will be low. Heavy promotional spending is needed I will do this by spending a large portion of my money on advertising such as leaflets and paper advertisements. The aim of my promotional strategy is to create awareness of my business. Growth During this stage sales and profits are steadily rising, I will need a lot of advertising to promote the demand. I will attempt to build up customer loyalty before the entry of competitors. I will use persuasive advertising such as special offers and customer guarantees. Maturity During this stage the product will be bought by the majority of my target market also during this stage the rate of sales growth will start to slow down.

A Circuitous Path to Dentistry :: Dentistry Admissions Essays

A Circuitous Path to Dentistry I could hardly keep myself from staring at the girl: the right side of her face was misshapen and bigger than the left. Only later did I notice that Cheryl, about nine at the time, had light brown hair, lively brown eyes, and a captivating smile. When she walked into the candy shop where I worked six years ago, Cheryl told me she was a student of my former fourth grade teacher with whom I had kept in contact. We talked then and spent time talking each time she visited. She became a very special friend of mine, one whom I admire greatly. At the time we met, I was taking honors and AP classes, working about twenty hours a week, and feeling sorry for myself. Cheryl's outgoing confidence and good cheer put my situation in perspective. Cheryl was strong, kind, and surprisingly hopeful. She never focused on her facial deformities, but always on the anticipated improvement in her appearance. Her ability to find strength within herself inspired me to become a stronger person. It motivated me to pursue a career where I could help those like Cheryl attain the strength that she possesses. At the time, my initial interest turned toward psychology. Impressed with Cheryl's outlook, I overlooked the source of her strength: she knew that treatment will improve her appearance. Focusing on the emotional aspects of her illness, I volunteered at the Neuropsychiatric Institute. There, I supervised the daily activities of pre-adolescents, played with them, and assisted them in getting dressed. I worked with crack babies, autistic children, and children who had severe behavioral problems. I enjoyed interacting with the children, but I often became frustrated that I was not able to help them. For instance, a young autistic boy frequently hit himself. No one was permitted to stop this child. We had to turn away and allow him to continually strike and hurt himself until he tired. I was increasingly disappointed with the lack of progress I saw in my volunteer work at NPI, but my job again pushed me in the right direction. During the fall quarter of my junior year in college, I left the candy shop where I had worked for nearly five and a half years, and I began working as a senior clerk in the Anesthesiology Residency Program. Ironically work, which frequently made study difficult, helped me find the right