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large strain consolidation
相关语句
  大应变固结
     An analytical theory for 1D nonlinear large strain consolidation of soft clay
     软黏土一维非线性大应变固结解析理论
短句来源
     One-dimensional nonlinear large strain consolidation of double-layered soft soils was studied, in which the distribution of deadweight along depth due to sedimentation and the influence of varying permeability etc.
     研究了双层软土地基一维非线性大应变固结问题,同时考虑了土体受沉积作用影响的自重分布以及渗透性在固结过程中的变化等因素。
短句来源
     Theory and model test for large strain consolidation of clay under permeation pressure
     渗透力作用下黏土的大应变固结理论与试验研究
短句来源
     Based on the general theory for 1D nonlinear large strain consolidation of soft soil, the governing equation in the form of excess pore water pressure was established in lagrangian coordinate, in which timedepending loading and selfweight of clay etc.
     基于软黏土一维非线性大应变固结基本理论,建立了能考虑荷载变化、土层自重等因素影响的拉格朗日坐标下以超静孔压u为变量的一维大应变固结控制方程,并通过对土体压缩性和渗透性的假定获得了方程的解析解。
短句来源
     The behavior of 1D nonlinear large strain consolidation is then discussed and compared with conventional small strain consolidation theory.
     利用此解分析了土体一维非线性大应变固结性状,并与传统的小应变固结理论作了比较。
短句来源
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  大变形固结
     Finite element analysis of large strain consolidation of saturated soils
     饱和土体大变形固结有限元分析
短句来源
     In this paper, Truesdell derivative is applied into large strain consolidation constitutive relation, which take consideration of the influence of rigidity rotation and deformation, and which makes the theory objective in a wide range.
     将Truesdell率引入到本构关系中,既考虑了刚体旋转不变性又考虑了变形的影响,使欧拉大变形固结理论具有广泛的客观性。
短句来源
     Large strain consolidation of roadbed based on various objective constitutive relations
     基于不同客观本构关系的路基大变形固结分析
短句来源
     GA for parameters estimation of large strain consolidation computation of soft soil
     软土大变形固结计算中参数识别的遗传算法
短句来源
     Studies of large strain consolidation of soil layer in a thickness increasing with time
     考虑土层厚度随时间增加的大变形固结问题
短句来源
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  “large strain consolidation”译为未确定词的双语例句
     Studies on the Analytical Theory of One Dimensional Large Strain Consolidation Problem
     一维大应变固结问题的解析理论研究
短句来源
     Finite Element Analysis of Elasto Plastic Large Strain Consolidation for Saturated Cam Clay Soft Soils
     饱和软土的弹塑性大变形有限元平面固结分析
短句来源
     Finally, the behaviour of one-dimensional large strain consolidation of double-layered soils was analyzed in detail, and compared with corresponding small strain conditions.
     最后较为详细地分析了双层软土地基一维大应变固结性状,并与相应条件下的小应变固结作了比较。
短句来源
     The Theory of One Dimensional Large Strain Consolidation for Saturated Soil
     饱和土体一维大变形固结理论研究
短句来源
     Analytical solution for 1-D large strain consolidation of saturated soft clay under time-depending loading
     变荷载下饱和软黏土一维大应变固结解析理论
短句来源
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  large strain consolidation
A more general assumption than that in the classical one-dimensional large strain consolidation theory is adopted and the exact analytical solution of nonlinear finite strain self-weight consolidation based on this assumption is obtained.
      


One-dimensional mathematical model for large strain consolidation of dredged-fill soil is studied.A more useful mathematical model is estab- lished by combining the explicit F.D.and the implicit F.D.to discrete the basic equation of consolidation.The initial condition and boundary conditions are considered.Calculations are performed for several cases and the results are compared.

本文探讨了一维大变形固结计算模型,同时采用显式差分与隐式差分相结合的方法离散固结基本方程,建立了应用上更为普遍的一维大变形固结计算模型。文中还初步探讨了定解条件,并对几种情况进行了计算和分析比较。

In this paper a one-dimensional general large-strain consolidation equation is established by considering the nonlinear relationship between the void ratio and the effective stress and that between the void ratio and the

本文考虑了孔隙比与有效应力、孔隙比与渗透系数的非线性关系,建立了一维普遍大变形非线性固结方程,并详细讨论了初始条件及排水、不排水、半排水等边界条件对土体固结的影响.应用显式与隐式差分相结合的方法离散了该方程,以吹填土实验资料为依据,计算了初始固结时土体的非均匀性与土体边界孔隙比随过程变化这两种因素所组合的四种情况.结果表明,本文所建立的大变形计算模型是合理可行的,所建立的固结方程以及半排水情况下的计算式是正确的,可应用于实际工程计算.

For one-dimensional largc strain consolidation the governing equations and computer programs have been developed by some authors. But many practical problems are actually two-or even three-dimensional, and therefore it is necessary to develop the two-dimensional large strain consolidation computer program. In this paper, the three-dimensional large strain consolidation equations are established. The FEM equation is obtained using the method of weighted residuals. A two-dimensional program is developed....

For one-dimensional largc strain consolidation the governing equations and computer programs have been developed by some authors. But many practical problems are actually two-or even three-dimensional, and therefore it is necessary to develop the two-dimensional large strain consolidation computer program. In this paper, the three-dimensional large strain consolidation equations are established. The FEM equation is obtained using the method of weighted residuals. A two-dimensional program is developed. The computation is conducted for ground foundation and the comparison of the results of small and large strain theory.

本文从连续介质力学基本理论出发,建立了土体的的大变形固结方程,用加权残数法离散了控制方程,编制成二维大变形有限元分析计算程序段,使原有的CONDEP程序能考虑几何非线性问题。同时对假想地基进行了有限元计算,还比较了大变形与小变形两种理论计算的结果。

 
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