ultimate settlement 中文意思是什麼

ultimate settlement 解釋
最終沉降
  • ultimate : adj 1 最後的，最終的，極限的，結局的。2 根本的，首要的，基本的。3 最遠的；終極的；【力學】最大的...
  • settlement : n 1 解決。2 決定。3 鎮定；安定。4 固定；定著。5 澄清；沉澱；沉澱物；沉積物；【地質學；地理學】沉...
  1. Artificial nerve network forecasted yso in clay p - y curves is researched and 8 physical parameters are studied by using the principal component analysis method when the fracture load was not reached for a trial pile under lateral load, the ultimate load of the pile might be predicted to the field - surveyed load settlement data of existing trial pile and by h - s curve extension method and hyperbola method

    在對粘性土p - y曲線計算參數y _ （ 50 ）的研究中，對粘性土常規8個物理性質指標進行主成分分析，研究用人工神經網路分析預測粘土p - y曲線中的y _ （ 50 ） 。建立了神經網路計算模型，可用來計算預測粘性土p - y曲線中的y _ （ 50 ） 。
  2. With china ' s entry into the wto, pangang ( group ) corporation ’ s leaderships recognized the need to seize opportunities and meet the challenge of economic globalization, the introduction of advanced management ideas and means to transform the traditional enterprises, and establish pangang ( group ) corporation financial management information system, and achieve financial centralized management, a financial settlement, accounting, budget, control, analysis integration of financial management information platform and the progressive realization of financial and business ’ s integration in the future, at last ultimate pangang ( group ) corporatio ’ s achievement of a comprehensive information technology

    隨著中國加入wto ，攀鋼公司領導認識到必須抓住機遇、應對經濟全球化的挑戰，引進先進的管理思想和手段來改造傳統企業，建立攀鋼（集團）公司財務管理信息系統，實現財務集中管理，形成財務結算、核算、預算、控制、分析一體化的財務管理信息平臺，並在今後逐步實現財務業務一體化，最終實現攀鋼全面信息化。
  3. The results show that the ultimate bearing capacity can be increased 10 % - 40 % and the lateral displacement and vertical settlement can be decreased 20 % - 50 % and 30 % - 50 % respectively, if the sand foundation is reinforced by geogrid

    由模型試驗測量結果得知，在砂土地基中鋪設塑料土工格柵，可以使承載力提高10 % ~ 40 % 、側向位移量減少20 % ~ 50 % 、地基軸線處豎向沉降減少30 % ~ 50 % 。
  4. Finally, after a simple analysis and discussion about causes of the problem, it is pointed out that excessive noise trading is inevitable if given unsymmetrical information, and the issues of information release from listed companies should be emphasizly supervised and inspected at present, and reform towards the system of state - owned equity should be processed in pursuit for an ultimate settlement of the problem in a reasonable manner from the long - run term

    最後，論文對股價大幅波動問題的成因進行了分析探討，指出在股市信息嚴重不對稱條件下會出現股價大幅波動問題的必然性，認為在目前條件下的監管取向應把上市公司的信息披露問題作為監管重點，從長遠來看，則是進行產權制度改革，解決國有股「一股獨大」這一根本問題。
  5. To uniform soil condition, the p - ~ s settlement curve of the center point at the bottom of the shallow " foundation and the different depth of the soil plastic zone in different load grade and the ultimate bearing capacity of the foundation are analyzed

    對均質地基情況，分析了基底中心點的p s沉降曲線、不同等級荷載下塑性區開展的不同深度情況及地基的極限承載力。
  6. To layered soil condition, by the comparisons of the p - s settlement curve of the center point at the bottom of the shallow foundation and the different style of the soil plastic zone in different load grade and the ultimate bearing capacity of the foundations of the six different layered soil, some conclusions of the layered soil condition are achieved

    對層狀地基情況，通過對六種不同組成的層狀地基各自基底中心點的p s沉降曲線、不同等級荷載下層狀地基中塑性區開展的不同情況及層狀地基的極限承載力分析結果的比較得到了一些淺基礎的層狀地基強度變形變化規律。
  7. The main analyzed results are as follows ; ( 1 ) for the prediction of settlement and lateral displacement, the result due to interface element is evaluated larger then without interface element. ( 2 ) for the determination of ultimate bearing capacity, the value using interface element appeared smaller by 12 %, which is safe. ( 3 ) the horizontal and vertical displacement of a strip footing affected by the presence of interface element

    計算分析結果為： （ 1 ）對沉降量與水平位移，利用界面元計算時，其結果稍大； （ 2 ）對極限承載力，利用界面元計算的結果約小12 % ； （ 3 ）豎狀基礎的水平位移和豎向位移，將受界面元的影響。
  8. Firstly, the characteristics of soft soil especially of the seashore ' s was recommended and the ordinary methods of foundation treatment and new techniques was carefully researched, so the suitable methods of coastal soft soil " foundation treatment was chose, and the new technique of coastal soft soil ' s foundation treatment was developed and advanced, which applied to binhai road in shenzhen, the result is satisfied, furthermore we introduce in detail them and their construction method ; how to accurately predict the ultimate settlement by use of the inchoate data always is a puzzled problem in foundation treatment, and also a key problem in high grade road construction. secondly the stress - strain curve of the coastal soft soil, general regulation of settlement of which and estimate method of ultimate settlement was studied in this paper, then the best method of prediction the ultimate settlement of coastal soft soil foundation was chose

    本文首先闡述了軟土地基尤其是濱海軟土地基的特點，對目前常用的軟土地基處理方法以及新技術進行研究，從中比較、選擇適合濱海軟土地基處理的方法，並發展和提出了濱海軟土地基處理的新技術，經過在深圳濱海大道的實際應用，得到了令人滿意的結果，並對濱海軟土地基常用的處理方法及其施工工藝進行詳細地介紹；在軟土地基處理中，如何由早期實測資料更準確地推求最終沉降量一直是一個困擾人們的難題，也是高等級道路建設中急需解決的問題，本文深入地研究濱海軟土地基的應力?應變關系、路基沉降的一般規律以及最終沉降量的預估方法，比選出了濱海軟土路基最終沉降量的預估方法。
  9. The comparisons of the results in the analysis of the ii devised program and the ansys software and the code gbj7 - 89 show that the finite numerical method used in the paper can combine the analyses of the bearing capacity and the settlement of the foundation at the same time and can obtain the nonlinear settlement of the foundation under different load grade and the development of the soil plastic zone and the ultimate bearing capacity of the foundation and can imply the practical mechanism of loaded soil below the shallow foundation under the vertical load

    在兩類地基情況中均對本文程序、 ansys有限元軟體、規范gbj7 - 89的計算結果進行了比較，結果表明，本文的有限元數值分析方法可將地基的沉降及承載力分析結合起來，可求得各級荷載下地基的非線性沉降變形、地基土體塑性區的開展情況和地基的極限承載力，能反映豎向荷載作用下淺基礎地基的實際工作機理。
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