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[期刊论文]

Numerical simulation of the response complexion of overlaying soil with soft interlayer due to fault bedrock dislocation

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作者:

Zhao, Lei (Zhao, Lei.) | Li, Xiao-Jun (Li, Xiao-Jun.) (学者:李小军) | Huo, Da (Huo, Da.) (学者:霍达)

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摘要:

To know the rupture course and rupture range, we simulated the process of rupture on the overlaying soil with soft interlayer by plane strain finite element method. Results show that the overlying soil with a soft interlayer can obstruct the rupture failure from bedrock up to the earth surface. However, a soft interlayer which is deeply buried, will bring about a wider range of the earth surface rupture failure; In addition, the thickness of the soft interlayer may have effects on the rupture course of the overlying soil.

关键词:

Failure analysis Finite element method Computer simulation Strain Surfaces Soils Earthquake effects

作者机构:

  • [ 1 ] [Zhao, Lei]Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • [ 2 ] [Zhao, Lei]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Li, Xiao-Jun]Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
  • [ 4 ] [Li, Xiao-Jun]Institute of Geophysics, China Earthquake Administration, Beijing 100081, China
  • [ 5 ] [Huo, Da]College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2007

期: 3

卷: 33

页码: 289-292

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