Coupled smoothed particle hydrodynamics-discrete element method simulations of soil liquefaction and its mitigation using gravel drains-Reference-Cited by-同舟云学术

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Coupled smoothed particle hydrodynamics-discrete element method simulations of soil liquefaction and its mitigation using gravel drains

Published:2021-01 Issue: Volume:140 Page:106460
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

El Shamy Usama,Sizkow Saman Farzi

Funder

National Science Foundation

U.S. Army Corps of Engineers

Publisher

Elsevier BV

Subject

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

Reference72 articles.

1. Preliminary observations of the effects of ground failure and tsunami on the major ports of Ibaraki prefecture;Meneses,2011

2. Geotechnical Earthquake Engineering;Kramer,1996

3. Evaluation of gravel drains and compacted sand piles in mitigating liquefaction;Sadrekarimi;Ground Improv,2005

4. The Finite Element Method in the Deformation and Consolidation of Porous Media;Lewis,1987

5. Computational Geomechanics with Special Reference to Earthquake Engineering;Zienkiewicz,1998

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1. Dynamic response of piles embedded in granular soil to lateral impacts;Soil Dynamics and Earthquake Engineering;2024-05

2. Dynamic mechanical behavior of frozen soil using smoothed particle hydrodynamics;Computational Particle Mechanics;2024-03-19

3. The influence of particle shape on crushing pattern and energy dissipation within a pressurized sand damper;Computers and Geotechnics;2024-02

4. Numerical Simulations of Particle Behavior and Crushing within a Pressurized Sand Damper Subjected to Cyclic Loading;Journal of Engineering Mechanics;2024-01

5. Seismic Response of Shallow Foundations Resting on Liquefiable Sand;Geo-Congress 2023;2023-03-23

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