Albert Camus essays

Albert Camus essays The Stranger represents in many ways, Camus style of Existentialism and his philosophical notion of absurdity. The absurd by Camus definition is what describes humanitys attempts to place rationalization or reasoning to important aspects of the human condition such as the need for government, religion, and a realization of the physical or natural world. All of this is absurd because Camus idea of Existentialism states that there is absolutely no inherent meaning given to any of these fundamentals whereas humanity is found to have the need to place them in a certain order or rationalize the existence of such. Meursault is the character in Camus novel, The Stranger who deals with the world in a way that seems confusing at first, but whose personality becomes clearer as we progress deeper into the realm of Existentialism and Camus notion of absurdity. What is it exactly about Meursaults character that which prevents him from finding meaning given to his life by religion, nature, or government? We see in the novel that Meursault has a different way of looking not only at the world around him, but also how he sees himself in his own mind. This unique view is the key to this novel and the beliefs that Camus is trying to convey. It is apparent from the very beginning of the novel in Part One, that there are small yet significant perceptive differences in the way that Meursault interacts with his environment. He sees the world around him without any kind of rationale or reasoning within it, and his thoughts and emotions reflect this trait as well. Therefore, the news of the death of his mother does not affect him as it would someone who possesses an ability to reason or find meaning in life or death. In the beginning of the second chapter of The Stranger, Meursault first encounters Marie, who is an old co-worker and here, Camu s allows us to see an example of the character&apo...

Rewrite the essay Example | Topics and Well Written Essays - 750 words

Rewrite the - Essay Example Huxley wrote a fictions piece of satire devoid of prophecies on science. Brave New world is a sinister, unsetting, and loveless place, endowed with features aimed at estranging the audience. The novel illustrates the feeling that disturbs the readers mind with a description of a vanquished society. (Huxley 2). These books have quite similar themes. One major theme presented is the loss of sovereignty. Various events and experiences of the characters in these books point to their loss of sovereignty. Characters in the books are stripped of the rights to make their own independent decisions. Different forces in the society have robbed the characters their freedom of choosing how to lead, plan, and live their lives. The people are however are not aware that some of the things they cling to, which are dear to them, are the same things, which rob them of their sovereignty. Therefore, the loss of sovereignty in these books is mostly experienced unconsciously, even though it has negative influence on the characters. Being a representation of the real world, the authors of these books try to show us the different ways in which we have lost our sovereignty in society. In Huxley’s novel loss of sovereignty emerges when science and technology is used in society to lead to totalitarianism. For instance, the state uses powerful technology to control people’s reproduction. People lose their sovereignty, as they cannot make independent decisions on their reproduction. Consumerism is another loss of sovereignty of people to the state and corporations. Due to people’s quest for happiness, there is manufacture of High-Tec entertainment mediums and increased consumption of these. Therefore, manufacturers, states, and corporations decide what products they will produce for the people. This way, the people lack power to decide what they want, hence loss of their sovereignty. Huxel also warns against an overly

The Suffrage of women through the 1800s-1900s Research Paper

The Suffrage of women through the 1800s-1900s - Research Paper Example The delicacy of women was overemphasized and their abilities to play a significant role in the development and progress of the society were underestimated. Since they were considered to be in need of help, support and care, they were not offered a chance to work and support their family. They had been mistreated in a number of ways for a long period of time. They were suppressed to the extent that they were not allowed to cast their vote to represent their opinion in the political elections. Circumstances continued to remain like this until the 20th century when the women’s rights to cast their vote were finally recognized in different parts of the world after a series of events of struggle made by the women of that period. (www.wic.org, 1995). Not only that, the 20th century brought a large number of other opportunities for the women which they had been longing for so long over the past centuries, which included and were not limited to educational and work related opportuniti es. This paper aims at analyzing the history of efforts women have made to get their rights acknowledged world wide in the 19th and the 20th century with special reference to the American Suffrage Movement. â€Å"Women of the 19th and 20th century are pioneers in the international recognition of gender equality and women’s rights†. In ancient periods, women were considered as the fundamental cause of various evils that existed in the ancient societies. Women were largely recognized as inferior to men, both physically and emotionally. And this concept was not confined to any particular country. Instead, women were looked down at nearly all over the world. This is evident from the Greek myth, according to which a woman named Pandora opened a box that brought sadness and diseases for the men. (Gupta, 2010). In India, women were burnt alive together with the dead-body of their husbands as per the Hindu customs. If left alive, they were

Edit Essay Example | Topics and Well Written Essays - 250 words - 1

Edit - Essay Example The second step was that he brought forth early wins which were evident and visible to all employees of the company. This included reduction in number of hierarchies and introduction of two initiatives which particularly aimed at bringing openness, simplicity, self-confidence, and increasing operational speed. The next step was to develop ownership amongst the employees. For this he developed an initiative called â€Å"work out† which created space for open interaction with different level of employees. Thus he ensured that the company had a strong foundation before further global expansion. Moreover, every employee felt connected with every management policy and action. Fourthly, Welch incorporated wins easy to achieve with least capital. This included the policy that every GE initiative must acquire a number one or 2 positions in the market or else fix it, sell it, or close it. The sale of non-performing initiatives created capital for further investment amounting upto $21billion. He abolished strategic planning system and established a real time planning process which involved fourteen key business heads occasionally developing competitiveness strategies. These served as wins that speak to powerful players to receive their

Joint Power Agreement Essay Example for Free

Joint Power Agreement Essay The concept joint powers agreement can be defined under the following fields. The first one is custom lease agreement which implies creation of a custom lease in agreement for commercial, residential or property. The commercial lease entails all the terms necessary when the tenant plans to lease anything either from low land for office suite when transacting any kind of business. Residential rental agreement applies when renting apartments and houses whereby the lease creates a binding agreement between tenant and the land. Fro the case of a property, it can perfectly apply to lease of agricultural lands for farming or ranching. The concept can also be defined through analyzing partnership which implies the documentary agreement that governs the management and control of partnership for instance in corporations. A Service level agreement (SLAs) is another form of defining the concept of joint powers agreement which is applicable in information technology. The engine machine monitors the availability and performance of critical business applications. World examples of joint powers agreement include; business in contract between two counties. For instance, a certain country may have mineral deposits like gold and due to inadequate machinery and skills; it decides to give the tender to another country which is done in documentary form. It can also be applicable in service level agreements for applications in business thus providing out of the box report of performance which is used in effective IT utilization of resources and in capacity planning. Incident commander is a person who is responsible for commanding the incident response. He is the decision making final authority. At the scene of critical incidents, the incident commander has the authority to conduct the command staff immediately. The command staff which has different sections seeks for information directly from the scene seas to organize on how to handle the matter. The incident commander then attents the scene for assessment. He then orders his entire staff to attend the incident where he manages the incident operation. He should ensure that the persons involved in rescue process are well protected and are using devices which are efficient. After the incident is rescued, he later follows up the compensation measures (Arakelian 1950). Unified management refers to a system whereby the business activities operate with a consistency and overall framework. Such operations and practices in business include budget plans, managed marketing strategies and plans for business managements, services management, people, assets and technology, objective of management, problems and issued and also performance plans. Though unified management, many of the business operational practices should be defined. All these segments should not be left to the general manager by departmental managers should join hands together in a certain firm to address issue affecting their firm jointly. Some of the scenarios where unified management team would effectively work include; establishment of unified management framework governance with dimensions to provide the processes of management for directions, development and delivering the business which can also be called the 3Ds across its suppliers, consumer capabilities and services, and also products so as both to fulfill the requirements of consumer and the objective of the business. Another scenario where unified management can be applied effectively is the value of network dimensions which give a structure for process in business around the value streams which through the service, products, suppliers, government dimensions and capabilities of the business. Another scenario of unified management application is ensuring control and facilitating Processes which happen to be standard to every manager wherever they operate business and whatever they manage it ensures unified management processes. References. Arakelian A, (1950). Industrial Management in the USSR. New York.

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.

Nature of Power in Shakespeares Julius Caesar :: William Shakespeare

Julius Caesar by William Shakespeare is a political drama which examines the nature of power and leadership in Rome. A conspiracy of eight men, headed by Cassius and Brutus, plan the assignation of their leader, Julius Caesar. However while Cassius is driven by envy, Brutus on the other hand believes he is acting for the good of Rome. In Rome at the start of the play there is a vibrant atmosphere. As Caesar overthrows Pompey for the crown the crowd erupt into delight. In spite of the overwhelming support he still has a few doubters still lurking around. One of the discontented few, Brutus, opposes the idea of Caesar becoming King and gaining further power. ''I do fear the people who choose Caesar for their King.'' Brutus is heedful that this decision may effect the welfare of Rome by shattering the republic. Brutus is adamant that Rome's success was built on the fact that they had no ruler with his only line of thought being to weigh up what will benefit Rome and it's people the most. Cassius viewpoint on the issue is we shouldn't ever even contemplated offering Caesar this position.'' I was born free of Caesar and so were you.'' Cassius is saying that it was the rash of us to offer him power as this will harm Rome and take away. However Caesar has done very little wrong. The spite for Caesar erects from the view that he may gain too much power which illustrates the envy felt towards him. Another argument he compiled from him was that he found to his knowledge that Caesar couldn't handle pressure.''And when the fit was on him I did mark how he did shake''. He is mentioning at how he thinks this `unkingly` attribute he possesses hardly makes him fit for the job. It furthermore shows the extent of his envy by scrapping for little details like this. Brutus doesn't seem to agree with this.''Be any further moved by what you have said, I will consider what you have to say.'' The word ''consider'' reveals his caution as he attempts to decide in due course rather than to rush into the decision. It outlines him showing a sign of weakness by considering something he disagrees with. If he wasn't so open minded then the pairing of Brutus and Cassius may not of lasted.