Non-linear effects in poroelasticity

被引:0
|
作者
Verruijt, A [1 ]
机构
[1] Delft Univ Technol, Delft, Netherlands
关键词
D O I
暂无
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Biot's theory of three-dimensional consolidation provides a rational tool for the formulation of physically realistic problems of the deformation of a deformable porous material, coupled with the flow of the fluid through the pores of the material. The theory enables to relate drained and undrained behaviour of soils, and it provides a consistent framework for non-linear problems.
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页码:525 / 530
页数:6
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