An uncoupled approach for estimating seismic-induced pore water pressures in liquefiable sandy soils-Reference-Cited by-同舟云学术

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An uncoupled approach for estimating seismic-induced pore water pressures in liquefiable sandy soils

Published:2024-06 Issue: Volume:170 Page:106266
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Boccieri Gabriele,Gaudio Domenico^ORCID,Conti Riccardo

Funder

Regione Lazio

Publisher

Elsevier BV

Reference48 articles.

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

2. Post-liquefaction reconsolidation of sand;Adamidis;Proc. R. Soc. A: Math. Phys. Eng. Sci.,2016

3. Quantitative evaluation of stone column techniques for earthquake liquefaction;Baez,1992

4. Plaxis 2D CE v20 – Reference Manual;Bentley,2020

5. Small-Strain Stiffness of Soils and its Numerical Consequences;Benz,2006

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Nonlinear seismic response analysis of liquefiable sites based on effective stress method;Computers and Geotechnics;2024-11

2. SPH simulation of earthquake-induced liquefaction and large deformation behaviour of granular materials using SANISAND constitutive model;Computers and Geotechnics;2024-10

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