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Effect of buried depth on seismic response of rectangular underground structures considering the influence of ground loss

  • Published:2018-03 Issue: Volume:106 Page:278-297
  • ISSN:0267-7261
  • Container-title:Soil Dynamics and Earthquake Engineering
  • language:en
  • Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Ma Chao,Lu Dechun,Du Xiuli,Qi Chengzi

Funder

National Key Research and Development Program of China

National Natural Science Foundation of China

Beijing Postdoctoral Research Foundation

National Natural Science Foundation of Beijing

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference49 articles.

1. Stress estimation on pipeline and effect of burying depth;Alamatian;Int Res J Appl Basic Sci,2013

2. The collapse mechanism of a subway station duing the Great Hanshin earthquake;An;Cem Concr Comp,1997

3. Nonlinear response of deep immersed tunnel to strong seismic shaking;Anastasopoulos;J Geotech Geoenviron,2007

4. Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking;Anastasopoulos;Bull Earthq Eng,2008

5. The cyclic behaviour of soils and effects of geotechnical factors in microzonation;Ansal;Soil Dyn Earthq Eng,2001

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