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large strain consolidation    
相关语句
  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
    Analytical method for 1-D non-linear large strain consolidation of semi-infinite saturated clay layer
    半无限体地基一维非线性大变形固结解析分析方法研究
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
    method are derived and brought into the large strain consolidation analysissoftware LSCFEA,so that it can solve large strain consolidation problems by U.L.
    描述的增量有限元方程并在大变形固结分析软件LSCFEA中补充了相应的程序,使之可以进行U. L.
短句来源
    Usually in former studies, neither the traditional small strain consolidation theory nor common large strain consolidation theory has taken account of mass change in soil during consolidation process.
    无论传统的小变形固结理论还是大变形固结理论,在以前的研究中通常直接利用固体力学的相关公式,而没有考虑固结过程中土体质量的变化。
短句来源
更多       
  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
    The consistency between the material and geometrical descriptions of one dimensional nonlinear large strain consolidation models with certain initial and boundary conditions is discussed. The properties of different kinds of transformed boundaries are evaluated.
    讨论了由物质描述和几何描述两种描述方式所得的不同初值和边值条件下的一维非线性大应变固结模型之间的协调性,同时对不同边界条件之间的变换性质进行了评价。
短句来源
    The result of a case studying shows that the settlement calculated by large strain consolidation theory is large than that by infinite strain theory during the consolidation procession,but the final settlements calculated by both theories are same.
    计算结果表明,在固结过程中,由大应变固结论理所得出的沉降量要大于由小应变所得出的沉降量,而两种固结理论所得出的最终沉降量相同;
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
    The analytical solution is valuable for the verifications of many other numerical solutions to the large strain consolidation problems. 
    此解也可用于对大应变固结问题的各种数值解法的验证。
短句来源
更多       
  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
    Analytical method for 1-D non-linear large strain consolidation of semi-infinite saturated clay layer
    半无限体地基一维非线性大变形固结解析分析方法研究
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
    method are derived and brought into the large strain consolidation analysissoftware LSCFEA,so that it can solve large strain consolidation problems by U.L.
    描述的增量有限元方程并在大变形固结分析软件LSCFEA中补充了相应的程序,使之可以进行U. L.
短句来源
    Usually in former studies, neither the traditional small strain consolidation theory nor common large strain consolidation theory has taken account of mass change in soil during consolidation process.
    无论传统的小变形固结理论还是大变形固结理论,在以前的研究中通常直接利用固体力学的相关公式,而没有考虑固结过程中土体质量的变化。
短句来源
更多       
  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
    The consistency between the material and geometrical descriptions of one dimensional nonlinear large strain consolidation models with certain initial and boundary conditions is discussed. The properties of different kinds of transformed boundaries are evaluated.
    讨论了由物质描述和几何描述两种描述方式所得的不同初值和边值条件下的一维非线性大应变固结模型之间的协调性,同时对不同边界条件之间的变换性质进行了评价。
短句来源
    The result of a case studying shows that the settlement calculated by large strain consolidation theory is large than that by infinite strain theory during the consolidation procession,but the final settlements calculated by both theories are same.
    计算结果表明,在固结过程中,由大应变固结论理所得出的沉降量要大于由小应变所得出的沉降量,而两种固结理论所得出的最终沉降量相同;
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
    The analytical solution is valuable for the verifications of many other numerical solutions to the large strain consolidation problems. 
    此解也可用于对大应变固结问题的各种数值解法的验证。
短句来源
更多       
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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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