Improved Predictions of Liquefaction-Induced Lateral Spreading with SANISAND-MSf: Incorporating Effects of Static Shear Stress

Author:

Reyes Andrés111,Asgarpoor Masoumeh111,Taiebat Mahdi111

Affiliation:

1. Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada.

Publisher

American Society of Civil Engineers

Reference17 articles.

1. Arulanandan, K., and Scott, R. F. (1993). “Verification of numerical procedures for the analysis of soil liquefaction problems. Vol. 1.” In Proceedings of the International Conference on the Verification of Numerical Procedures for the Analysis of Soil Liquefaction Problems, Davis, California (Vol. 1720).

2. Asgarpoor, M., Reyes, A., and Taiebat, M. (2022). “Key predictors of earthquake-induced lateral spreading in liquefiable slopes.” In Proceedings of the 75th Canadian Geotechnical Conference, Calgary, AB, Canada, Paper ID: 249, 7 pages.

3. Asgarpoor, M., and Taiebat, M. (2023). “The significance of ground motion duration in assessing lateral dis- placement of liquefiable slopes.” In Proceedings 10th NUMGE 2023: 10th European Conference on Numerical Methods in Geotechnical Engineering, Zdravkovic ́ L., Konte, S., Taborda, D.M.G., Tsiampousi, A., eds., London, UK, Paper ID: 411, 6 pages.

4. Modeling cyclic shearing of sands in the semifluidized state

5. Simple Plasticity Sand Model Accounting for Fabric Change Effects

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