Solutions of pumping embedded in anisotropic poroelastic soil layer

机译：各向异性多孔弹性土层中的泵送解决方案

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The paper presents analytical solutions for the steady-stateresponse of displacements and stresses in a finite soil layer induced by pumping. The layer is modeled as poroelastic medium resting on a rigid and rough base with both the permeability and the elastic properties being cross-anisotropic. Three cases of drainage boundary conditions are here investigated.

机译：本文提出了由抽水引起的有限土层中位移和应力的稳态响应的解析解。该层以多孔弹性介质为模型，该介质位于刚性和粗糙的基底上，渗透率和弹性均具有各向异性。这里研究了三种排水边界条件。

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来源
《Second Biot Conference on Poromechanics Aug 26-28, 2002 Grenoble, France》|2002年|p.379-384|共6页
会议地点 Grenoble(FR)
作者
G.J. Chen;
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作者单位

Department of Geotechnical Engineering and Geoscience, Technical University of Catalunya, Barcelona, Spain;

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原文格式 PDF
正文语种 eng
中图分类地球物理学;
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Solutions of pumping embedded in anisotropic poroelastic soil layer

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