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large-strain consolidation theory
相关语句
  大变形固结理论
     Large-strain consolidation theory and finite element analysis based on the material description method
     物质描述的大变形固结理论及有限元法
短句来源
  “large-strain consolidation theory”译为未确定词的双语例句
     One-Dimensional Large-Strain Consolidation Theory of Spatial and Material Descrlption
     一维大变形固结的空间描述和物质描述
短句来源
     It has been shown that the discrepancy between large-strain consolidation theory and small-strain one is increased with the increases of the compressibility of soil and the magnitude of loading.
     研究表明:大、小应变固结理论的差异随土压缩性或荷载的增大而越趋明显;
短句来源
  相似匹配句对
     , and textual (e.g. by and large).
     和语篇搭配(如by and large)。
短句来源
     large (1981) and M. J.
     Large(1981)和M. J.
短句来源
     Large-span P.C.
     目前大跨度预应力混凝土桥梁的应用日趋广泛。
短句来源
     On Large-scale Economy
     论大规模经济
短句来源
     The strain of B.N.
     N .
短句来源
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he equations governing the large-strain consolidation of saturated soil have been developed in matrix form with material description method in this paper.The finite element analysis in incremental form corresponding with material coordinate for large-strain consolidation theory of saturated soil is also established. Finally,the methods for solving non-linear finite element consolidation equations are discussed and a new method-self-correcting iterative approach is proposed in this paper.

本文用物质描述方法,给出了饱和土大变形固结控制方程的矩阵形式.在此基础上,建立了基于初始构形的大变形固结增量有限元法,并对非线性的增量有限元固结方程的求解进行讨论,引入了自修正迭代算法.

Based on the large strain theory of continuum mechanics and the fundamental theories of soil mechanics, an equation for the 1-D large strain consolidation theory is derived with the displacement as its variable herein. The differences between the large strain and the small strain consolidation theories are revealed, such as the description methods, constitutive relation, definition of coefficient of consolidation, etc. The FEM of 1-D large strain consolidation...

Based on the large strain theory of continuum mechanics and the fundamental theories of soil mechanics, an equation for the 1-D large strain consolidation theory is derived with the displacement as its variable herein. The differences between the large strain and the small strain consolidation theories are revealed, such as the description methods, constitutive relation, definition of coefficient of consolidation, etc. The FEM of 1-D large strain consolidation is also developed.

基于连续介质力学中关于大变形的理论,结合土力学的基本原理,建立了一个以位移为变量的一维大变形固结方程,在此基础上分析了太沙基关于固结的思想,进一步研究了大变形时饱和软粘土的固结性状,给出了大变形固结理论与常规小变形固结理论在描述方法、本构关系、固结系数定义等的不同,发展了一维大变形固结的计算方法。

Based on the research of the one dimensional large strain consolidation theory,the expressions of large strain coefficient of consolidation in different coordinates are given in this paper.In order to study the development regularity of lareg strain coefficient of consolidation ,it is supposed that the coefficient of permeability and the effective stress follow the semi logarithm linear relation with void ratio.It is shown that the coefficient of consolidation is the function...

Based on the research of the one dimensional large strain consolidation theory,the expressions of large strain coefficient of consolidation in different coordinates are given in this paper.In order to study the development regularity of lareg strain coefficient of consolidation ,it is supposed that the coefficient of permeability and the effective stress follow the semi logarithm linear relation with void ratio.It is shown that the coefficient of consolidation is the function of the effective stress or void ratio,and its development regularity is related to the physical and mechanical characteristics of soil.

本文在一维大变形固结理论研究的基础上,给出了大变形固结系数的定义及其不同描述方法时的具体表达式,并采用土体e~logσ′和e~logk线性假定,探讨了一维大变形固结系数在固结过程中的变化规律.通过研究表明,考虑土体大变形性状的一维固结系数是有效应力(或孔隙比)的函数,其变化规律与土的物理力学特性有关.

 
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