Impacts of ground motion characteristics on liquefaction triggering and lateral displacement of a sloping ground

Author:

Asgarpoor Masoumeh1,Taiebat Mahdi1

Affiliation:

1. University of British Columbia

Publisher

The Japanese Geotechnical Society

Reference26 articles.

1. 1) 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.

2. 2) Asgarpoor, M., and Taiebat, M. (2023): The significance of ground motion duration in assessing lateral displacement of liquefiable slopes, In Proceedings of NUMGE 2023: 10th European Conference on Numerical Methods in Geotechnical Engineering, London, UK, Paper ID: 411, 6 pages.

3. 3) Barbosa, A.R., Mason, H.B., Romney, K., et al. (2014): SSI-bridge: soil bridge interaction during long-duration earthquake motions, Pacific Northwest Transportation Consortium.

4. 4) Barrero, A.R., Taiebat, M., and Dafalias, Y.F. (2020): Modeling cyclic shearing of sands in the semifluidized state. International Journal for Numerical and Analytical Methods in Geomechanics, 44, 371-388.

5. 5) Dafalias, Y.F., and Manzari M.T. (2004): Simple plasticity sand model accounting for fabric change effects, Journal of Engineering Mechanics, 130, 622-34.

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