Evaluation of the effects of initial deviatoric stress and cyclic stress amplitude on liquefaction potential of loose and medium-dense sands: An energy-based method-Reference-Cited by-同舟云学术

Evaluation of the effects of initial deviatoric stress and cyclic stress amplitude on liquefaction potential of loose and medium-dense sands: An energy-based method

Published:2020-09 Issue: Volume:136 Page:106236
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Ni Xueqian,Ye Bin,Cheng Zirui,Ye Guanlin

Funder

Program of Shanghai Academic/Technology Research Leader

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

Publisher

Elsevier BV

Subject

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

Reference46 articles.

1. Atigh E, Byrne PM. Flow liquefaction failure of submarine slopes due to monotonic loadings- an effective stress approach. Submarine Mass Movements and Their Consequences 2003; Springer Netherlands.

2. Stress-strain response of soft clay to traffic loading;Cai;Geotechnique,2017

3. Liquefied gravity flow-induced tsunami: first evidence and comparison from the 2018 Indonesia Sulawesi earthquake and tsunami disasters;Sassa;Landslides,2019

4. SEMINAR rehabilitasi dan mitigasi pasca bencana gempa palu 28 sept 2018. 25 januari 2019 di Universitas katolik parahyangan;Madutujuh,2019

5. Simplified procedure for evaluating soil liquefaction potential;Seed;J Soil Mech Found Div,1971

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