Improving soil liquefaction prediction through an extensive database and innovative ground motion characterization: A case study of Port Island liquefied site-Reference-Cited by-同舟云学术

Improving soil liquefaction prediction through an extensive database and innovative ground motion characterization: A case study of Port Island liquefied site

Published:2023-02 Issue: Volume:165 Page:107696
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Sun Peigui^ORCID,Huang Duruo,Du Sanlin

Publisher

Elsevier BV

Subject

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

Reference62 articles.

1. Micro-scale descriptors for particle-void distribution and jamming transition in pre- and post-liquefaction of granular soils;Wei;J Eng Mech,2018

2. Fabric evolution of granular soils under multi-directional cyclic loading;Wei;Acta Geotech,2020

3. Numerical investigations on liquefaction potential of saturated silty sands;Bastola;Soil Dynam Earthq Eng,2021

4. On the prediction of liquefaction resistance of unsaturated sands;Mele;Soil Dynam Earthq Eng,2019

5. Vs-based evaluation of select liquefaction case histories from the 2010–2011 canterbury earthquake sequence;Wood;J Geotech Geoenviron Eng,2017

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