basis of consolidation 中文意思是什麼

basis of consolidation 解釋
帳項綜合演算法
  • basis : n. （pl. bases ）1. 基礎；基底；臺座；【地質學；地理學】坡基。2. 根據，基準。3. 主要成份；主藥。4. 【數學】基。
  • of : OF ＝Old French 古法語。
  • consolidation : n. 1. 鞏固，強化，加強；凝固；固結，壓實，滲壓。2. 【經濟學】統一，合併，調整（期）。3. 【醫學】變實，愈合；【植物；植物學】著生。
  1. Venture investment means a way of investment whereby investors invest the venture capital in a newly - built or quickly - growing unlisted new company, provide the long - run investment of share rights and value - added service, on the basis of undertaking a risky venture, to promote the company to move forward greatly and then withdraw his original investment by listing, merger or consolidation, or other methods of transfering the share rights, and to reap in high reward in the end

    風險投資是指投資人將風險資本投向剛剛成立或快速成長的未上市新興公司，在承擔很大風險的基礎上，為融資人提供長期的股權投資和增值服務，培育企業快速成長，數年後再通過上市、兼并或其他股權轉讓方式撤出投資，取得高額回報的一種投資方式。
  2. Abstract : the article analyzed the key link to the choosing structure forms, dealing with foundation, resisting earthquake consolidation, etc. on desings of the additional storeys and renovation of old brick buildings, this paper provided some ways and theroretic basis

    文摘:就舊磚房增層改造設計中的結構形式選擇、基礎處理、抗震加固等關鍵環節進行了分析，為做好磚房增層改造設計工作提供了方法、理論依據
  3. Much has been done on the study of the shear strength and deformation characters of loess. on the basis of the analysis of literatures about loess, triaxial shear tests and k - zero consolidation tests are carried out on unsaturated and undisturbed loess ( q3 ) which comes from longxi area in gansu province

    本文以開發gds三軸試驗系統為背景，在廣泛總結前人有關黃土強度、變形特徵研究成果的基礎上，針對甘肅隴西原狀q _ 3黃土進行了非飽和原狀黃土三軸剪切試驗和k _ 0固結試驗。
  4. On the basis of above analysis and rational, integral, objective and feasible principles, also with the combination with operation pattern theory, a novel operation pattern surrounding corresponding advantages is established by using fuzzy synthetic judging approach, which bases on safe operation pattern and considers related - diversification and strategic alliance operation pattern as the main body. it is a synthetic pattern that gradually brings on the electronic business management and green operational pattern all together according to this executive suggestion, which is about breeding core competitive force, adjustment of enterprise organization, consolidation of human resource management, construction of enterprise culture, development of original ability and so on

    論文在上述分析基礎上結合經營模式理論，基於理性、整體性、客觀性和可行性原則，運用模糊綜合評判法確立了公司新的經營模式? ?圍繞現有的相對優勢，以安全經營模式為基礎，相關性多元化和戰略聯盟經營模式為主體，同時逐步發展電子商務和綠色經營模式的一種綜合性模式；並就該模式的實施提出了培育核心競爭力、調整組織結構、加強人力資源管理、營造企業文化、培養創新能力等建議，擬定了綜合性經營模式的實施步驟。
  5. Firstly, by the method of laplace transform, one dimensional consolidation of one - layer gibson soils under time - depend loading is studied and the analytical solutions in frequency domain are obtained. on the basis of the solutions obtained and the computation through programming, the influence of some parameters and loading conditions on the consolidation behavior under trapezoidal, triangular and rectangular cyclic loading, is investigated. secondly, one - dimensional consolidation of one - layered gibson soils with semi - pervious boundaries is studied in this paper, and according to numerical examples, some characters of consolidation such as the effective stress and settlement in the soils under arbitrary loading are found

    首先運用了laplase變換獲得了單層gibson地基（壓縮模量隨深度線性增加的地基）在任意荷載下頻域內的一維固結解析解，通過laplace逆變換，基於以上解答用數值方法編製程序對單層地基在常見荷載（驟加荷載、緩加荷載、矩形波載、三角形波載）作用下的一維固結性狀進行了討論，並與傳統的太沙基理論進行了比較。
  6. Based on the researches at home and abroad, aiming at the application of dynamic consolidation in compacting loess embankment, this paper makes assessments and analyses of the concerned factors and provides the laws of dynamic consolidation dealing with loess embankment according to the large - scale model test indoor ; combined with tonghuang highway construction, field tests of dynamic consolidation dealing with loess embankment is carried out in the representative loess - embankment experimental sites and some regularities of loess before and after handled by dynamic consolidation is put forward by physico - dynamic property experiments and electron - analysis ; at last, the author makes a systematic analysis of information related and presents the applicable condition, compacting technique and checking method which applies to dynamic consolidation dealing with loess embankment on the basis of field tests and model experiments indoor

    本文在國內外資料調研基礎上，針對強夯法在黃土路堤壓實施工中的應用，對強夯處理黃土路堤的有關因素進行了評價分析，並通過室內大比尺模型試驗得出強夯壓實黃土路堤的規律；結合銅黃公路建設，選擇典型黃土路堤試驗段，進行了強夯壓實黃土路堤的各項現場試驗，通過物理力學性質試驗和電鏡分析得出強夯前後黃土料壓實體的有關規律；最後，在室內外各項試驗基礎上，對有關資料進行了匯總分析評價，提出了強夯處理黃土路堤的適用條件、施工工藝及檢測方法。
  7. Analytical solution was obtained for one - dimensional large - strain and non - linear consolidation of single - layered soil under time - dependent loading on the basis of some simplifications. meanwhile, semi - analytical method was proposed for solving more complicated consolidation problem and corresponding computer code was developed for one - dimensional large - strain consolidation analyses, in which, complicated factors such as selfweight, non - linear and rheological properties of soft soils can be all taken into consideration. the correctness of the method and that of the code were verificated through comparing the results with those obtained from available analytical solutions

    然後根據離散和解析相結合的原則，利用已有的成層地基一維線彈性固結解析解，建立了能求解復雜一維固結問題的半解析方法，編制了相應的能綜合考慮土的非線性、流變、成層性、自重以及變荷載等復雜因素的軟粘土一維大應變固結計算程序，並通過與已有各種解析解的比較對半解析法及其程序的正確性和有效性進行了驗證。
  8. On the basis of the previous achievements and the settlement observed data, considering the obvious creep characteristic, visco - elastic - plastic creep model, which reflects the saturated soft clay ' s nonlinear deformation characteristic, has been proposed in this paper, with the consideration of the primary and secondary consolidation settlement. the soft clay visco - elastic and visco - plastic deformation is also depicted respectively

    針對具有明顯流變特性的飽和軟粘土，在總結前人研究成果和整理沉降實測資料的基礎上，把主次固結沉降結合起來考慮，提出了反映其非線性變形特性的粘彈塑性流變模型，分別對土體的粘彈塑性變形進行描述。
  9. On this basis, the applications of fem computer code pdss in consolidation and settlement analyses are illustrated by comparing the fem results with the analytical ones for one or two dimensional consolidation problems

    在此基礎上，著重介紹了有限元程序pdss在復合地基固結分析和沉降計算中的應用。通過對一維固結問題和平面固結問題的pdss解和解析解的分析比較，驗證了pdss程序的正確性。
  10. The strength line of consolidation undrained shear of field soft clay is polygonal. on the basis of the character, and the calculation formula of stability and strength increase of structural soft clay ground can be obtained

    原狀結構性軟土的固結不排水強度包線為折線型，根據此特徵給出了考慮結構性影響的預壓地基的強度增長和穩定安全系數計算公式。
  11. In this dissertation, on the basis of the existing work, the consolidation settlement and the stability of the structural soft clay ground have been studied with the methods, such as the structure characteristic experiment of soft clay, modeling and theory analysis

    在總結前人研究成果的基礎上，本文通過軟土的結構性試驗、模型建立和理論分析等方法對結構性軟土地基的固結沉降特性及穩定性進行了研究。
  12. The thesis introduces the biot ' s three - dimension consolidation theory based on absolute linear - elastic theory ; the thesis designs the pit dewatering scheme of hand - dug piles support of shenyang subway ' s shenyang station construction ; the thesis uses finite element program to simulate the influence on around environments caused by pit dewatering, and finds the change laws of earth mass inner stress and the effect parameters on the surface deformation on the basis of reasonable hypothesis and the analysis of ground water exploitation progress. combined with stochastic medium theory, the thesis introduces dewatering subsidence coefficient, sets up the predicting model of the surface deformation caused by dewatering, and develops the computing program ; by application of program on a single well of underwater exploitation, it is proved that the program is feasible, so the prediction of the surface deformation caused by underwater exploitation is realized

    本文介紹了基於線彈性本構關系的biot理論；設計了擬建沈陽地鐵沈陽站點人工挖孔樁支護施工的基坑降水方案；利用有限元程序，模擬了基坑降水對周圍環境的影響；在合理假設的基礎上，分析了地下水開采過程中，地層應力的變化規律，找到了影響地面變形的參數；與隨機介質理論相結合，通過引入采水下沉系數建立了地下水開采引起地面變形的預計計算模型，並編制了電算化程序；通過某單井開采實例驗證了該方法的可行性，實現了地下水開采引起地面變形的預計。
  13. The development of our era requires the breakthrough of the conventional module which solely stresses the consolidation of basic knowledge and the integrity of the basis, long - run development and originality. to attain this, the research strategy in learning and teaching must be implemented. furthermore undoubtedly, the wide spread of the new syllabus and textbooks is the innovation of the almost 100 - year - old teaching of chinese. but in order to fulfill the spirit of the new syllabus more efficiently and utilize the new textbooks, we must modulate the way of thinking and attempt to seek ways from the strategy of research learning. generally the nmet papers in the last few years indicate that the gradual emphasis of the research capability of the testees. thereby, the introduction of the research strategy into the course of the chinese teaching is an urgent demand of the preparation of nmet

    時代的發展要求我們打破只重基礎性學力的傳統模式，在教學過程中把基礎性、發展性與創造性學力完美地統一起來，要做到這一點，就必須採用研究性學習的教學策略；新大綱、新教材的推行，無疑是對近百年來語文教育的變革，而要在更高層次上落實新大綱的精神，更好地使用新教材，還必須調整思路，從「研究性學習」的教學策略中尋找出路。縱觀近幾年來的高考試題，可以發現試題均逐漸突出對研究性能力的考查。可見，在語文教學中引入研究性學習的教學策略也是高考備考的需要。
  14. Stress and strain variations during vacuum consolidation were analyzed and the effect of mandel in vacuum preloading was evaluated. some solutions for vacuum preloading consolidation were derived on the basis of previous research findings

    在與加載固結比較的基礎上進行了真空固結過程的應力、應變分析，對真空預壓加固地基的曼德爾效應做了初步評價。
  15. That is, with the guidance of the theory of system, the theory of sustainable utility, the theory of coordination between humans and land, the theory of land economic supply, the theory of ecology and etc, the goals, principles, gists, characteristics, procedure and contents of farmland consolidation project planning and design are analyzed ; then according to the characteristics of farmland in southern hilly region, the particularity of farmland consolidation project planning and design in this region is summarized, on the basis of which, the technic standards for farmland consolidation project planning and design in southern hilly region are discussed ulteriorly

    即在系統理論、可持續利用理論、人地協調理論、土地經濟供給理論和生態學理論等農地整理項目規劃設計理論基礎的指導下，分析農地整理項目規劃設計的目標、原則和依據以及特徵、程序和內容；然後，針對南方丘陵地區農用地的特點，總結提出南方丘陵地區農地整理規劃設計的特殊性，並在此基礎上進一步探討南方丘陵地區農地整理項目規劃設計的技術標準。
  16. Centrifuge model test possesses the unique advantage that it can externalize time effect while other model tests can " t. on basis of the principle of centrifuge model test, consolidation time is 1 / n2 times of prototype " s, seepage time 1 / n3 times of prototype " s

    根據離心模型試驗的基本原理，可以推導出在離心模型上的固結時間是原型的1 / n ~ 2 ，離心模型上的滲流時間是原型的1 / n ~ 3 。
  17. On the basis of layered method, a method to calculate the consolidation settlement of vacuum preloading was deduced

    在分層總和法思想基礎上，提出了真空預壓加固地基固結沉降計算方法。
  18. There are large words in slope design and slope deformation analysis with monitoring involved, on basis of geology of slopes at nos. 1 and 2 diversion tunnel inlets and actual project conditions of zipingpu project. interior and exterior factors and conditions causing deformation are obtained from analysis. special measures to control deformation are taken to ensure long - term stability, such as consolidation

    本文以分析紫坪鋪水利樞紐1 ~ # 、 2 ~ #導流隧洞進口邊坡為主，根據導流隧洞進口的地質及具體的工程環境及條件，對工程中的高邊坡設計所遇到的一些問題進行了分析和闡述；並採用了一定的監測手段，對施工過程中邊坡產生的變形，進行了觀測分析，通過綜合分析，找出邊坡變形的內在因素和外部條件，有針對性的採取工程處理措施。
  19. That is, on the basis of project analysis, two farmland consolidation project planning and design schemes are worked out according to the natural and economic conditions and goals chosen in jiulishisanwan project ; afterwards, according to the characteristics of jiulishisanwan and the engineering contents of farmland consolidation, the thesis exerts delphi on the acception or rejection of the indexes chosen and then establishes the synthetic appraisal index system for farmland consolidation project planning and design ; employs ahp to make sure index weights and finally establishes the synthetic appraisal model for farmland consolidation project planning and design scheme to help planners make decision, by means of which, the two schemes that has worked out are evaluated respectively

    即在對九里十三灣項目進行農地整理項目分析之後，針對所研究項目區的自然經濟條件和農地整理具體目標選擇，編制項目規劃設計多方案；然後針對所研究的項目區的特點，從農地整理的工程內容入手，運用特爾斐法對選取指標進行數輪取捨，構建農地整理項目規劃設計方案綜合評價指標體系，結合層次分析法確定指標權重，最終建立農地整理項目規劃設計方案綜合評價模型，並對編制的兩個方案進行了評價和擇優。
  20. There are two kind methods of studying surface subsidence caused by ground water exploitation project. one is classical geomechanics method which is on the basis of terzghi ' s one - dimension consolidation theory and biot ' s three - dimension consolidation theory, the other is mathematical method on the basis of stochastic medium theory presented liu baochen and yang junsheng

    地下水開采引起地表沉降的研究方法有二種，一種是經典的以太沙基一維固結理論和比奧三維固結理論為基礎的巖土力學方法；另一種是劉寶琛、陽軍生等人利用隨機介質理論進行研究的數學方法。
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