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large-strain consolidation
相关语句
  大变形固结
     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
     Based on the principle of non- linear continuum mechanics,the equation and its corresponding ma-trix form governing three-dimensional large- strain consolidation of sarurated soil have been developedwith material deseription method in this paper, which provides a basis of further analysis of large-strainconsolidation by FEM.
     本文从连续介质力学的基本原理出发,用拉格朗日描述方法建立了物质构形上的饱和土体二维大变形固结控制方程,并给出了相应的矩阵表述,为大变形固结有限元分析打下了基础。
短句来源
  “large-strain consolidation”译为未确定词的双语例句
     Large-Strain Consolidation Equation and Its Matrix Form Based on Material Configuration
     物质构形下的大应变固结方程及其矩阵表述
短句来源
     One-dimensional Mathematical Model for Large-strain Consolidation of Dredged-fill Soil
     吹填土的一维大变形固结计算模型
短句来源
     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
     ANALYSIS OF 1-D LARGE-STRAIN CONSOLIDATION CONSIDERING THE SELF-WEIGHT OF SOILS
     考虑土体自重的一维大应变固结分析
短句来源
     It is therefore of great theoretical and practical significances to make carefully and systematically studies on the theories of both small-strain and large-strain consolidation of layered soft clayey soils with non-linear and rheological properties.
     因此系统深入地开展更贴近实际的成层软粘土地基大、小应变非线性流变固结理论研究具有重要理论和实际意义。
短句来源
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  相似匹配句对
     Large legacy
     大型塔机传奇
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 Grid Method for Large Strain
     网格法用于大应变的确定
短句来源
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  large-strain consolidation
which governs one-dimensional large-strain consolidation is solved numerically using a semi-discrete formulation involving a Galerkin weighted residual approach.
      
Numerical analysis of one-dimensional nonlinear large-strain consolidation by the finite element method
      


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...

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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