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Cyclic behavior and liquefaction resistance of silty sands with presence of initial static shear stress

  • Published:2019-07 Issue: Volume:122 Page:274-289
  • ISSN:0267-7261
  • Container-title:Soil Dynamics and Earthquake Engineering
  • language:en
  • Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Wei Xiao,Yang Jun

Funder

Research Grants Council of Hong Kong

MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering of Zhejiang University

Publisher

Elsevier BV

Subject

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

Reference44 articles.

1. Cyclic behaviour and resistance of saturated sand under non-symmetrical loading conditions;Yang;Géotechnique,2011

2. Cyclic undrained triaxial strength of sand by a cooperative test program;Toki;Soils Found,1986

3. Soil liquefaction and cyclic mobility evaluation for level ground during earthquakes;Seed;J Geotech Eng Div,1979

4. Slope failures in residential land on valley fills in Yamamoto town;Hyodo;Soils Found,2012

5. Confining stress and static shear effects in cyclic liquefaction;Vaid;Can Geotech J,2001

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