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allowable bearing capacity of subsoil
相关语句
  地基容许承载力
     In engineering practice,the current methods in determining the allowable bearing capacity of subsoil are based on either thesettlement or yielding criterion.
     在工程实践中,现行的地基容许承载力的确定方法是根据变形或强度二个独立的标准而建立的.
短句来源
  “allowable bearing capacity of subsoil”译为未确定词的双语例句
     Determination of the Allowable Bearing Capacity of Subsoil Considering its Nonlinear Mechanical Properties
     考虑土体的非线性力学特性确定地基的容许承载力
短句来源
  相似匹配句对
     Determination of the Allowable Bearing Capacity of Subsoil Considering its Nonlinear Mechanical Properties
     考虑土体的非线性力学特性确定地基的容许承载力
短句来源
     ULTIMATE BEARING CAPACITY OF SUBSOIL FOR ON-BOTTOM PIPELINES
     地基对管线的极限承载力
短句来源
     Discussion on correcting allowable bearing capacity of soil of the sluice
     浅谈水闸地基容许承载力值的修正
短句来源
     DETERMINATION OF SUBSOIL BEARING CAPACITY USING GENETIC ALGORITHM
     用遗传算法确定地基承载力
短句来源
     EXPERIMENTS ON BEARING CAPACITY OF SUBSOIL REINFORCED BY QUICKLIME PILE
     石灰桩加固的地基承载力试验研究
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In engineering practice,the current methods in determining the allowable bearing capacity of subsoil are based on either thesettlement or yielding criterion.In calculating the settlement,especially in high allowable values,the corresponding footingpressure may be greater than the proportional limit P_0. This willlead the results deviating from the linear elastic assumption.Sofar as the critical load p_(1/4) is concernd,it is well known thatthere exists contradiction between elastic and yielding state.Forthis...

In engineering practice,the current methods in determining the allowable bearing capacity of subsoil are based on either thesettlement or yielding criterion.In calculating the settlement,especially in high allowable values,the corresponding footingpressure may be greater than the proportional limit P_0. This willlead the results deviating from the linear elastic assumption.Sofar as the critical load p_(1/4) is concernd,it is well known thatthere exists contradiction between elastic and yielding state.Forthis reason,it is superior to adapt the nonlinear constitutiverelationship in evaluating the mechanical behaviour of subsoil insettlement ord yielding aspect.The characteristics of the allowablebearing capacity with nonlinear assumptions is exposed in thispaper based on bearing plate model test

在工程实践中,现行的地基容许承载力的确定方法是根据变形或强度二个独立的标准而建立的.在计算地基变形时,特别是在容许值[S]较大的情况下,基底压力可能已大于临塑荷载p_0,这就使得计算背离了所依据的线弹假定.对于按强度计算的临界荷载p1/4,更是存在着人们所共知的力学状态上的矛盾.因之,应用非线性本构关系,按变形或强度标准来评价地基的力学行为就有着明显的优越性.本文就是以模型试验为依据,来揭示此类地基容许承载力的特点.

 
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