Investigation of Newtonian and non-Newtonian Bingham fluid models for lateral flow simulation of liquefied soil-Reference-Cited by-同舟云学术

Investigation of Newtonian and non-Newtonian Bingham fluid models for lateral flow simulation of liquefied soil

Published:2022-12 Issue: Volume:266 Page:112990
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Chiou Jiunn-Shyang,Ng Jing Ling^ORCID

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference34 articles.

1. Pile response to lateral spreads: centrifuge modeling;Abdoun;J. Geotech. Geoenviron. Eng. ASCE.,2003

2. “Geotechnical Reconnaissance of the Effects of the January 17, 1995, Hyogoken-Nanbu Earthquake, Japan.” UCB/EERC-95/01, Earthquake Engineering Research Center;Akai,1995

3. UBCSAND constitutive model, Version 904aR;Beaty;Itasca UDM,2011

4. Behavior of Pile Foundations in Liquefied and Laterally Spreading Ground;Brandenberg,2002

5. Analysis on flow characteristics of liquefied and post-liquefied sand;Chen;Chin. J. Geotech. Eng.,2006

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3. A practical lateral spreading pressure model for piles in inclined liquefied ground;Engineering Structures;2024-03

4. Numerical study of interactions between Bingham fluids and flexible structures using the immersed boundary-lattice Boltzmann method;Physics of Fluids;2024-02-01

5. Investigation of pile response caused by liquefied soil flow considering the boundary effects of the model;Japanese Geotechnical Society Special Publication;2024