An approximate spring–dashpot artificial boundary for transient wave analysis of fluid-saturated porous media
An approximate spring–dashpot artificial boundary for transient wave analysis of fluid-saturated porous media
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DOI:
10.1016/j.compgeo.2008.01.008
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发表时间:
2009
影响因子:
5.3
通讯作者:
Zi-Hao Wang;Cheng-gang Zhao;Liang Dong
中科院分区:
文献类型:
--
作者:
Zi-Hao Wang;Cheng-gang Zhao;Liang Dong
Practical civil engineering problems are usually formulated in an infinite half-space domain, and a selected finite domain is required to analyze the dynamic responses of a fluid-saturated porous medium by the finite element method (FEM). Devising a method to deal with the boundaries of the finite domain is the key issue for this open system. In this paper, a two-dimensional spring–dashpot artificial boundary (SDAB) for transient analysis in a fluid-saturated porous media is developed. Based on Biot’s dynamic theory of fluid-saturated porous media, the normal and tangential boundary stress formulae are deduced for out-going cylindrical body waves. The boundary stress is proportional to displacement and velocity, thus continuously distributed dashpots and springs can be placed on the artificial boundaries in the normal and tangential directions to simulate the energy absorption of the infinite media outside of the finite domain for the interior distributed source problems. In this paper, the input seismic motion can be realized by applying an equivalent load on the SDAB for the seismic scattering problems of exterior distributed sources. Numerical examples are given and the analyzed results show that the SDAB and the method of wave motion input have good stability and acceptable accuracy.