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Effects of prior non-liquefying undrained cyclic loading on sand liquefaction resistance via discrete element analysis

  • Published:2022-10 Issue: Volume:161 Page:107390
  • ISSN:0267-7261
  • Container-title:Soil Dynamics and Earthquake Engineering
  • language:en
  • Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Xie Xiaoli,Ye Bin,Zhao Teng,Feng XiaoqingORCID,Zhang Feng

Funder

China Scholarship Council

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference57 articles.

1. Recurrent liquefaction in Christchurch, New Zealand, during the Canterbury earthquake sequence;Quigley;Geol,2013

2. CPT-based analysis of liquefaction and re-liquefaction following the Canterbury earthquake sequence;Lees;Soil Dynam Earthq Eng,2015

3. Recurrence of liquefaction at the same site induced by the 2011 Great East Japan Earthquake compared with previous earthquakes;Wakamatsu,2012

4. Reliquefaction behavior of sand and its mesoscopic mechanism;Ye;Soil Dynam Earthq Eng,2018

5. Influence of consolidation properties on the cyclic re-liquefaction potential of sands;Ecemis;Bull Earthq Eng,2015

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