Testing performance of pore pressure models implemented in one-dimensional site response analysis program against centrifuge test data measured in mildly sloping ground-Reference-Cited by-同舟云学术

Testing performance of pore pressure models implemented in one-dimensional site response analysis program against centrifuge test data measured in mildly sloping ground

Published:2021-10 Issue: Volume:149 Page:106867
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Pervaiz Usman^ORCID,Park Duhee,Hashash Youssef^ORCID,Xing Guangchao

Funder

Ministry of Science, ICT and Future Planning

National Research Foundation of Korea

Publisher

Elsevier BV

Subject

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

Reference79 articles.

1. Effects of liquefaction on earthquake ground motions [Ph. D. Thesis];Gingery,2014

2. Evaluation of soil liquefaction potential for level ground during earthquakes [NUREG report no. 0026];Seed,1975

3. Pore pressure model based on accumulated stress;Park;Bull Earthq Eng,2015

4. PM4Sand (Version 3): a sand plasticity model for earthquake engineering applications. Center for Geotechnical Modeling [Report No. UCD/CGM-15/01];Boulanger,2015

5. Simple plasticity sand model accounting for fabric change effects;Dafalias;J Eng Mech,2004

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