A viscous-spring transmitting boundary for cylindrical wave propagation in saturated poroelastic media

被引:22
作者
Li, Peng [1 ]
Song, Er-xiang [1 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
基金
中国国家自然科学基金;
关键词
Saturated porous media; Viscous-spring transmitting boundary; Wave propagation problem; Finite element method; Unbounded domain; ELASTIC-WAVES; DYNAMIC-ANALYSIS;
D O I
10.1016/j.soildyn.2014.06.022
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Based on the u-U formulation of Blot equation and the assumption of zero permeability coefficient, a viscous-spring transmitting boundary which is frequency independent is derived to simulate the cylindrical elastic wave propagation in unbounded saturated porous media. By this viscous-spring boundary the effective stress and pore fluid pressure on the truncated boundary of the numerical model are replaced by a set of spring, dashpot and mass elements, and its simplified form is also given. A u-U formulation FEA program is compiled and the proposed transmitting boundaries are incorporated therein. Numerical examples show that the proposed viscous-spring boundary and its simplified form can provide accurate results for cylindrical elastic wave propagation problems with low or intermediate values of permeability or frequency content. For general two dimensional wave propagation problems, spuriously reflected waves can be greatly suppressed and acceptable accuracy can still be achieved by placing the simplified boundary at relatively large distance from the wave source. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:269 / 283
页数:15
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