State parameter for partially drained paths using a SANISAND model-Reference-Cited by-同舟云学术

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State parameter for partially drained paths using a SANISAND model

Published:2024-06 Issue: Volume:170 Page:106295
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Dilip Abhinanda^ORCID,Adamidis Orestis^ORCID

Publisher

Elsevier BV

Reference48 articles.

1. Cyclic liquefaction resistance of sand under a constant inflow rate;Adamidis;Géotechnique,2022

2. Experimental investigation of drainage during earthquake-induced liquefaction;Adamidis;Géotechnique,2018

3. A predictive framework for liquefaction instability;Andrade;Géotechnique,2009

4. Criterion for flow liquefaction instability;Andrade;Acta Geotech.,2013

5. Bounding surface plasticity model for the seismic liquefaction analysis of geostructures;Andrianopoulos;Soil Dyn. Earthq. Eng.,2010

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