Model Tests on the Effect of Dip Angles on Flow Behavior of Liquefied Sand
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences
Link
https://link.springer.com/content/pdf/10.1007/s12583-021-1498-8.pdf
Reference20 articles.
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2. Ashour, M., Ardalan, H., 2011. Piles in Fully Liquefied Soils with Lateral Spread. Computers and Geotechnics, 38(6): 821–833. https://doi.org/10.1016/j.compgeo.2011.05.001
3. Aydan, O., Ohta, Y., Hamada, M., 2009. Geotechnical Evaluation of Slope and Ground Failures during the 8 October 2005 Muzaffarabad Earthquake, Pakistan. Journal of Seismology, 13(3): 399–413. https://doi.org/10.1007/s10950-008-9146-7
4. Banerjee, R., Konai, S., Sengupta, A., et al., 2017. Shake Table Tests and Numerical Modeling of Liquefaction of Kasai River Sand. Geotechnical and Geological Engineering, 35(4): 1327–1340. https://doi.org/10.1007/s10706-017-0178-z
5. Bartlett, S. F., Youd, T. L., 1995. Empirical Prediction of Liquefaction-Induced Lateral Spread. Journal of Geotechnical Engineering, 121(4): 316–329. https://doi.org/10.1061/(asce)0733-9410(1995)121:4(316)
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