Numerical Simulation of Liquefaction-Induced Settlement of Existing Structures
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences
Link
https://link.springer.com/content/pdf/10.1007/s12583-021-1531-y.pdf
Reference33 articles.
1. Audemard, M. F. A., Gómez, J. C., Tavera, H. J., et al., 2005. Soil Liquefaction during the Arequipa Mw 8.4, June 23, 2001 Earthquake, Southern Coastal Peru. Engineering Geology, 78(3/4): 237–255. https://doi.org/10.1016/j.enggeo.2004.12.007
2. Cong, S. Y., Tang, L., Ling, X. Z., et al., 2021. Numerical Analysis of Liquefaction-Induced Differential Settlement of Shallow Foundations on an Island Slope. Soil Dynamics and Earthquake Engineering, 140: 106453. https://doi.org/10.1016/j.soildyn.2020.106453
3. Dashti, S., Bray, J. D., Pestana, J. M., et al., 2010. Mechanisms of Seismically Induced Settlement of Buildings with Shallow Foundations on Liquefiable Soil. Journal of Geotechnical and Geoenvironmental Engineering, 136(1): 151–164
4. Hadush, S., Yashima, A., Uzuoka, R., 2000. Importance of Viscous Fluid Characteristics in Liquefaction Induced Lateral Spreading Analysis. Computers and Geotechnics, 27(3): 199–224
5. Hirt, C. W., Nichols, B. D., 1981. Volume of Fluid (VOF) Method for the Dynamics of Free Boundaries. Journal of Computational Physics, 39(1): 201–225. https://doi.org/10.1016/0021-9991(81)90145-5
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