Evaluation of Time History-Based Metrics for Validating Nonlinear Deformation Analyses of Liquefiable Geosystems
Author:
Affiliation:
1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA.
2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, Davis, CA.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485316.033
Reference13 articles.
1. Investigation of key parameters and issues in simulating centrifuge model tests of a sheet-pile wall retaining a liquefiable soil deposit
2. Boulanger, R. W. (2022). Nonlinear dynamic analyses involving soil liquefaction or cyclic softening, in: 20th ICSMGE-State of the Art and Invited Lectures, Sydney, Austrailia.
3. Boulanger, R. W., and Ziotopoulou, K. (2022). PM4Sand (Version 3.2):A Sand Plasticity Model for Earthquake Engineering Applications. Center for Geotechnical Modeling, Davis, California.
4. Boulanger R. W. and Ziotopoulou K. (2018). On NDA Practices for Evaluating Liquefaction Effects in: Geotechnical Earthquake Engineering and Soil Dynamics V Presented at the Geotechnical Earthquake Engineering and Soil Dynamics V American Society of Civil Engineers Austin Texas pp. 1–20.
5. Itasca. (2019). Fast Lagrangian Analysis of Continua.
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