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The Use Of Boundary Elements To Solve Biot's Equations For The Consolidation Of Saturated Poro-Elastic Medium

机译:使用边界元求解Biot方程以固结饱和多孔弹性介质

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This paper discusses the application of boundary elements, with time independent fundamental solutions, to solve Blot's plane strain consolidation equations for poro-elastic saturated medium, assuming incompressible grains and fluid. The time marching scheme divides the analysis in small steps and applies finite differences to integrate the diffusion equations as well as to determine the time derivative of the total volumetric stresses. Each phase of the consolidation phenomenon is solved independently within a time step, and the exchange of common data associated to an iterative procedure provides means of coupling the two analyses. The domain integrals in the elastostatic integral equation, provides simple means of simulating elastic medium heterogeneity, without any changes in the existing matrices, using the same procedure adopted to introduce plasticity to the BEM.
机译:本文讨论了边界元素的应用,以及与时间无关的基本解,用于假设孔隙和颗粒不可压缩的多孔弹性饱和介质的Blot平面应变固结方程。时间行进方案将分析分为小步,并应用有限差分来积分扩散方程,并确定总体积应力的时间导数。固结现象的每个阶段都可以在一个时间步内独立解决,与迭代过程关联的公共数据交换提供了两种分析方法的结合。弹力积分方程中的域积分提供了一种简单的方法来模拟弹性介质的异质性,而无需对现有矩阵进行任何更改,使用了将可塑性引入BEM的相同过程。

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