plastic settlement 中文意思是什麼
plastic settlement
解釋
塑性沉降- plastic : adj 1 造型的；塑造的；給與形態的。2 可塑的，塑性的，受范的；柔軟的；〈比喻〉溫順的，肯聽話的。3 ...
- 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...
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At the same time, the applicability and error of different methods used in prefabricated plastic to calculate final settlement based on the field settlement data and to calculate percent consolidation were compared in this dissertation. the results could be a reference in choosing the method of calculating settlement and percent consolidation and to evaluate the error of results in other projects
對目前根據現場實測沉降資料推算最終沉降的方法和常用的固結度計算方法在用於塑料板排水法時的適用性和計算結果的偏差規律進行了比較研究，可作為選擇計算方法和估計計算誤差的依據。 -
This paper introduces all kinds of calculation methods of settlement and the popular research theory at present, expresses the rheology theory and its developing trend in detail. based on the rheology theory, the theory of linear - visco - elastic - plastic model is put forward to forecast the long term creep settlement of soft soil in the metallurgy industrial region at the backward position of haihe river in tianjin
本文詳細介紹了國內外關于沉降計算的研究現狀，以及當今流行的研究理論，著重介紹了流變理論的研究現狀及其發展趨勢，並在此基礎上提出了用線性粘彈塑性模型理論來預測天津市海河下遊冶金工業區軟土長期蠕變。 -
The rule of settlement and pore stress is educed too. then it is compared with the case which is found in site. finally, the paper studies the computing method of pile to soil stress ratio of rigid pile composite foundation with cuhion, and these conditions are thought that the top of pile pierce into cushion and the bottom of pile pierce into underlayer. lt is assumed that the cushion is ideal elastic mass and ideal elastic - plastic mass, then the formula is developed and all parameters " effects to stress ratio of pile to soil are discussed
最後，推導出了帶墊層的剛性樁復合地基樁土應力比的計算公式，這個公式將墊層分為彈性體和理想彈塑性體兩種情況分別進行推導，考慮剛性樁刺入墊層和下臥層的情況，並對公式進行了分析，得出了在剛性樁復合地基中樁土應力比隨著墊層模量和樁模量的增大而增大，但都有一極限值，隨樁間土模量的增大而減小，也有一極限值。 -
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。 -
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。 -
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。 -
Thirdly, a calculation formula of distortion settlement is established by considering soil structure damage and plastic drain board restraining displacement of soft foundation. starting with discussing the main factors affecting settlement of consolidated foundation, a reasonable method to modify the calculated settlement of soft foundation by layer - wise summation method is presented here. with calculable coefficients of volume deformation, lateral displacement and structure damage to modify the settlement will be closed to measurer settlement
（ ）在土體損傷理論的基礎上建立了考慮結構損傷、排水板加筋作用的瞬時沉降計算公式，分析了影響土體沉降的主要因素，提出了對按單向分層總和法計算的固結沉降量進行體積應變、側向位移、土體結構損傷三項修正的方法，以上述三個修正系數取代原來單一的綜合經驗系數，使沉降計算值與實測值更接近。 -
I have worked in chenming mold ind. corp ( donguang ) of the uneec group since march, 2004, which is a big plastic enclosure and other circumjacent facilities manufacturer of electronic product such as pc （ private computer ) and nb ( note book ), as the sales agent most relative to the delivery, quality controlling, and the complaint settlement of the project toshiba in philippines
工作描述：本人自2004年3月至2005年3月就職于東莞晟銘電子製品廠銷售業務一職，其公司主要從事pc / nb及其它電子產品的塑料外殼和其它周邊設施的設計與生產.其間，本人的主要工作是與客戶聯系，跟蹤出貨，有時翻譯相關文件.及與東芝所在菲律賓的工廠處理部份出貨及相關品質事宜 -
I have worked in chenming mold ind. corp ( donguang ) of the uneec group since march, 2004, which is a big plastic enclosure and other circumjacent facilities manufacturer of electronic product such as pc and nb, as the sales agent most relative to the delivery, quality controlling, and the complaint settlement of the project toshiba in philippines
工作描述：本人自2004年3月至2005年3月就職于東莞晟銘電子製品廠銷售業務一職，其公司主要從事pc / nb及其它電子產品的塑料外殼和其它周邊設施的設計與生產.其間，本人的主要工作是與客戶聯系，跟蹤出貨，有時翻譯相關文件.及與東芝所在菲律賓的工廠處理部份出貨及相關品質事宜 -
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。 -
The paper also adopts elastic - plastic constitutive model and analyzes the soil pressure distribution and settlement performance with the aid of marc program, and contrasts with the test results on the spot, the research results have instructive function to the design and construction of the culvert
藉助marc軟體，採用了彈塑性本構模型，對高填涵洞的土壓力分佈與沉降特徵進行了非線性有限元計算，並與現場實測結果進行對比分析，研究結果對高填路堤下涵洞結構的設計和施工很有指導作用。
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