Sensitivity Analysis of a Sheet-Pile Wall Retaining a Liquefiable Backfill using the strain space multiple mechanism model
Author:
Affiliation:
1. Kyoto University
2. Tokyo City University
3. Disaster Prevention Research Institute, Kyoto University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/7/10_v10.SS-1-02/_pdf
Reference7 articles.
1. 1) Arulanandan, K. and Scott, R. F. (1993): Project VELACS—Control test results, Journal of Geotechnical Engineering, 119(8), 1276-1292.
2. 2) Manzari, M. T., et al. (2014): LEAP projects: Concept and challenges, In Proceedings, 4th International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation, 109-116.
3. 3) Iai, S., et al. (2011): Dilatancy of granular materials in a strain space multiple mechanism model, International Journal for Numerical and Analytical Methods in Geomechanics, 35(3), 360-392.
4. 4) Lambe, T. W. (1973): Predictions in soil engineering, Géotechnique, 23(2), 151-202.
5. 5) Vargas, R. R., Ueda, K., and Uzuoka, R. (2022): Validation of numerical predictions for liquefaction phenomenon–lateral spreading in clean sands, Soils and Foundations, 62(1), 101101.
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