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An Efficient Method of Analysis for the Drained and Undrained Behaviour of an Elastic Soil.

机译：一种有效的弹性土的排水和不排水行为分析方法。

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摘要

In this paper a method of analysis for the drained and undrained behavior of a saturated soil with an elastic anisotropic skeleton is proposed. The method depends upon embedding the problem in a series of problems depending upon a parameter,then expanding the solution in terms of that parameter. The method has the advantage that both the drained and undrained behavior can be found simultaneously and the problems of a singular stiffness matrix usually associated with undrained behavior of an elastic soil is avoided.

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作者
booker, j. r. carter, j. p. ;
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年度 1976
页码 1-29
总页数 29
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
soils; soil physicssoil water; pore pressure; loads(forces); finite element analysis; australia;

机译：土壤;土壤物理水;孔隙压力;载荷（力）;有限元分析;澳大利亚;

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An Efficient Method of Analysis for the Drained and Undrained Behaviour of an Elastic Soil.

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