Numerical Simulation of Lightly Overconsolidated Clay Layers of Low Plasticity Subjected to Strong Shaking-Reference-Cited by-同舟云学术

Numerical Simulation of Lightly Overconsolidated Clay Layers of Low Plasticity Subjected to Strong Shaking

Published:2024 Issue:52 Volume:10 Page:1970-1975
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Khosravi Mohammad¹,Devkota Sujanraj¹,Khosravi Ali²,Mohammadi Kami³

Affiliation:

1. Montana State University

2. Auburn University

3. University of Utah

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/52/10_v10.OS-41-06/_pdf

Reference20 articles.

1. 1) Afacan, K. B., Brandenberg, S. J., & Stewart, J. P. (2014). Centrifuge Modeling Studies of Site Response in Soft Clay over Wide Strain Range. Journal of Geotechnical and Geoenvironmental Engineering, 140(2). https://doi.org/10.1061/(asce)gt.1943-5606.0001014

2. 2) Afacan, K. B., Yniesta, S., Shafiee, A., Stewart, J. P., & Brandenberg, S. J. (2019). Total Stress Analysis of Soft Clay Ground Response in Centrifuge Models. Journal of Geotechnical and Geoenvironmental Engineering,145(10). https://doi.org/10.1061/(asce)gt.1943-5606.0002115

3. 3) Bassal, P. C., & Boulanger, R. W. (2021). System Response of an Interlayered Deposit with Spatially Preferential Liquefaction Manifestations. Journal of Geotechnical and Geoenvironmental Engineering, 147(12). https://doi.org/10.1061/(asce)gt.1943-5606.0002684

4. 4) Boulanger, R. W., Khosravi, M., Khosravi, A., & Wilson, D. W. (2018). Remediation of liquefaction effects for an embankment using soil-cement walls: Centrifuge and numerical modeling. Soil Dynamics and Earthquake Engineering,114.https://doi.org/10.1016/j.soildyn.2018.07.001

5. 5) Boulanger, R. W., & Ziotopoulou, K. (2015). PM4Sand (Version 3): A Sand Plasticity Model for Earthquake Engineering Applications. In Center for Geotechnical Modeling (Issue Report No. UCD/CGM-15/01).