Seismic stability of coal tailings dams with spatially variable and liquefiable coal tailings using pore pressure plasticity models

Author:

Salam Sajjad,Xiao Ming,Khosravifar Arash,Ziotopoulou Katerina

Funder

Pennsylvania State University

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference46 articles.

1. Tailings Dam Failures: A Review of the Last One Hundred Years;Azam;Geotech. News,2010

2. Beaty, M., Byrne, P. M., 1998. An Effective Stress Model for Predicting Liquefaction Behaviour of Sand. In: Geotechnical Earthquake Engineering and Soil Dynamics III, ASCE, pp. 766-777.

3. Numerical Methods for the Discretization of Random Fields by Means of the Karhunen-Loève Expansion;Betz;Comput. Methods Appl. Mech. Eng.,2014

4. Nonlinear Dynamic Analyses of Austrian Dam in the 1989 Loma Prieta Earthquake;Boulanger;J. Geotech. Geoenviron. Eng.,2019

5. Boulanger, R. W., 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, March, 114 pp.

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