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large strain method
相关语句
  大应变法
     Based on the theoretical analysis and simulating test of the large strain method checking quality of pile foundation,this paper gives the frequency specrum and it is assured to be practical value.
     通过对大应变法检测桩基质量的理论分析及模拟试验研究,获得各模拟试验桩的频谱图形.证明这种方法是可行的,对桩基础的质量评价具有实际应用价值
短句来源
  “large strain method”译为未确定词的双语例句
     The comparison of large strain method using Total and Updated Lagrangian finite element formulation and small strain method
     两种Lagrangian大变形比奥固结有限元法及其与小变形法的比较
短句来源
     A large strain FEM program is compiled to compare thedifference of large strain method and small strain method.
     编制了大变形有限元分析程序,比较了大变形Lagrange法(TL和UL法)与小变形法的差异。
短句来源
     On basis of nonlinear continuous mechanics, the rate of Jaumann stress and the theory of Biot consolidation for saturated soil, the settlements and pore water pressure of a ground are calculated and compared by large strain method using Total and Updated Lagrangian formulation and small strain method.
     从非线性连续介质力学出发,采用Jaumann应力率和Biot平面固结理论,用同一程序结构和土性参数计算比较了饱和土体大变形Lagrangian法(TL和UL法)与小变形法的沉降和孔压差异。
短句来源
     So the comparison of large strain method and small strain method should be carried out with total stress method.
     当应变很大时,大变形法和小变形法计算的沉降和孔压差异很大。 因此,大小变形法分析结果的比较应采用总应力法。
短句来源
     The calculated result of revised Terzaghi's theory is fairly close to that obtained from analytical non linear large strain method.
     计算结果还表明 ,可以通过修正传统固结理论的一些相关参数使其计算结果接近于考虑非线性大变形的相应结果
短句来源
  相似匹配句对
     The strain of B.N.
     N .
短句来源
     The Grid Method for Large Strain
     网格法用于大应变的确定
短句来源
     Large Strain Measurement Method and Its Applications
     大应变测量的密栅云纹方法及应用
短句来源
     Analysis of large strain of pressure nozzles
     压力容器接管区大应变分析
短句来源
     Design of Large Strain Sheath Extensometer
     大应变鞘形引伸计的设计
短句来源
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It is known that it is feasible to use dynamic test method of large strain for testing load carrying capacity of foundation piles through contrast analysis between dy- namic test of large strain and static load.The general error of actual test and measure- ment is under 10%,and the maximum error is 15%.It can be used in the test of foundation piles in actual engineering.In addition,using large strain method for testing foundation piles has many incomparable advantages comparing with these of using static...

It is known that it is feasible to use dynamic test method of large strain for testing load carrying capacity of foundation piles through contrast analysis between dy- namic test of large strain and static load.The general error of actual test and measure- ment is under 10%,and the maximum error is 15%.It can be used in the test of foundation piles in actual engineering.In addition,using large strain method for testing foundation piles has many incomparable advantages comparing with these of using static load as a test method.

本文通过对部分工程大应变动力测桩与静载荷试桩的对比分析可知,采用大应变检测基桩承载力的方法是可行的,其实测最大误差为15%,一般实测误差在10%以下,可在实际工程的基桩检测中试用.此外,采用大应变测桩还具有静载荷试桩所无法比拟的优点.

Based on the theoretical analysis and simulating test of the large strain method checking quality of pile foundation,this paper gives the frequency specrum and it is assured to be practical value.

通过对大应变法检测桩基质量的理论分析及模拟试验研究,获得各模拟试验桩的频谱图形.证明这种方法是可行的,对桩基础的质量评价具有实际应用价值

On basis of nonlinear continuous mechanics, the rate of Jaumann stress and the theory of Biot consolidation for saturated soil, the settlements and pore water pressure of a ground are calculated and compared by large strain method using Total and Updated Lagrangian formulation and small strain method. The results show that the deformation and pore water pressure are same for the three methods at small strain, but very different at large strain. So the comparison of large strain method and small strain...

On basis of nonlinear continuous mechanics, the rate of Jaumann stress and the theory of Biot consolidation for saturated soil, the settlements and pore water pressure of a ground are calculated and compared by large strain method using Total and Updated Lagrangian formulation and small strain method. The results show that the deformation and pore water pressure are same for the three methods at small strain, but very different at large strain. So the comparison of large strain method and small strain method should be carried out with total stress method. The paper also points out that the final settlements of large strain method are smaller than that of small strain method, and they are seriously affected by the length of time step.

从非线性连续介质力学出发,采用Jaumann应力率和Biot平面固结理论,用同一程序结构和土性参数计算比较了饱和土体大变形Lagrangian法(TL和UL法)与小变形法的沉降和孔压差异。计算结果表明,当应变较小时,三种方法计算的变形和孔压值相同;当应变很大时,大变形法和小变形法计算的沉降和孔压差异很大。因此,大小变形法分析结果的比较应采用总应力法。文中还指出,大变形分析地基最终沉降小于小变形法,而且时间步长对计算沉降值有严重影响

 
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