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作者:

Li, Liang (Li, Liang.) (学者:李亮) | Du, Xiu-Li (Du, Xiu-Li.) (学者:杜修力) | Zhao, Cheng-Gang (Zhao, Cheng-Gang.) | Li, Li-Yun (Li, Li-Yun.)

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摘要:

The elastic wave equations of fluid-saturated porous media are solved by the time-domain explicit finite element method that consists of explicit step-by-step integral format and local transmitting artificial boundary. Then, the elastic dynamic response of fluid-saturated porous media under input earthquake wave is calculated and analyzed with the method mentioned above. At last, the calculating results of elastic dynamic response of fluid-saturated porous media are compared when the seepage of fluid in the cavity is taken account of or not in order to find out the effect of seepage of fluid in the cavity on the dynamic response property of porous media. Calculating results show that the figures of elastic dynamic response time history of porous media are same as the figures of input earthquake wave; and the time when the peak value of elastic dynamic response appears corresponds to the time when the peak value of input earthquake wave appears. The seepage of fluid in the cavity has a remarkable effect on the elastic dynamic response property of porous media. In the meanwhile, numerical calculations indicate that the time-domain explicit finite element method is effective for the calculation and analysis of the elastic dynamic response of fluid-saturated porous media.

关键词:

Dynamic response Earthquakes Elasticity Elastic waves Finite element method Porous materials Seepage Seismic waves Soil mechanics Wave equations

作者机构:

  • [ 1 ] [Li, Liang]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Du, Xiu-Li]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Zhao, Cheng-Gang]School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China
  • [ 4 ] [Li, Li-Yun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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来源 :

Rock and Soil Mechanics

ISSN: 1000-7598

年份: 2008

期: 1

卷: 29

页码: 113-118

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