基于多孔介质理论的饱和土体中圆形隧道洞稳态响应分析被引量：12

Steady State Response of Circular Tunnel in Saturated Soil Based on Porous Medium Theory

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摘要基于饱和多孔介质理论,将土体视为液固饱和两相介质,研究分析了粘弹性饱和土体中圆形隧道洞的稳态响应问题,得到了隧道洞边界作用轴对称荷载时的径向位移幅值、径向应力幅值和孔隙水压力幅值的稳态响应解,研究了渗透系数、阻尼系数对圆形隧道洞稳态响应的影响。 Based on porous medium theory,the steady state response of a liquid-saturated circular tunnel is investigated,where the solid skeleton is modeled as a viscoelasticity.The steady state response amplitudes of radial displacement,radial stress and pore water pressure are obtained,and the effects of permeability coefficient and damping coefficient on the steady state response of the circular tunnel are simulated numerically.

作者刘林超杨骁

机构地区上海市应用数学和力学研究所上海大学

出处《应用力学学报》 CAS CSCD 北大核心 2009年第1期12-16,共5页 Chinese Journal of Applied Mechanics

基金上海市重点学科建设项目(Y0103)

关键词多孔介质:饱和土稳态响应粘弹性渗透系数 porous medium,saturated soil,steady state response,viscoelastic,permeability coefficient

分类号 O317 [理学—一般力学与力学基础]

作者简介刘林超，男，1979年生．上海市应用数学和力学研究所，博士生；研究方向——饱和多孔介质理论、粘弹性理论、岩土力学。E—mail：llc109@shu．edu．cn

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参考文献14

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