Numerical simulation of earthquake-induced pore pressure response of saturated sand layer in a partial drainage environment-Reference-Cited by-同舟云学术

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Numerical simulation of earthquake-induced pore pressure response of saturated sand layer in a partial drainage environment

Published:2024 Issue:30 Volume:10 Page:1153-1158
ISSN:2188-8027
Container-title:Japanese Geotechnical Society Special Publication
language:en
Short-container-title:JGS Special Publication

Author:

Ali Heba¹,Dobry Ricardo¹,El-Sekelly Waleed²³,Abdoun Tarek¹³

Affiliation:

1. Rensselaer Polytechnic Institute

2. Mansoura University

3. New York University Abu Dhabi

Publisher

The Japanese Geotechnical Society

Link

https://www.jstage.jst.go.jp/article/jgssp/10/30/10_v10.OS-19-07/_pdf

Reference9 articles.

1. 1) Boulanger, R., & Ziotopoulou, K. (2017). PM4Sand (version 3.1): A sand plasticity model for earthquake engineering applications (Report No. UCD/CGM-17/01). Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, CA, USA.

2. 2) Elgamal, A., Zeghal, M., Tang, H., & Stepp, J. (1995). Lotung downhole array. I: Evaluation of site dynamic properties. Journal of Geotechnical Engineering, 121(4), 350-362.

3. 3) Elgamal, A., Zeghal, M., Taboada, V., & Dobry, R. (1996). Analysis of site liquefaction and lateral spreading using centrifuge testing records. Soils and Foundations, 36(2), 111-121.

4. 4) Geotechdata. (2013). Soil porosity. Retrieved March 1, 2023, from https://www.geotechdata.info/parameter/soil-porosity

5. 5) Itasca Consulting Group Inc. (2019). FLAC - Fast Lagrangian Analysis of Continua, Version 8.1. Minneapolis, MN, USA.

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