Finite element analysis of rubber–soil mixture (RSM) for the pile response reduction under liquefaction
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-021-08158-0.pdf
Reference31 articles.
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3. Bhattacharya S, Tokimatsu K (2013) Collapse of Showa Bridge revisited. International Journal of Geoengineering Case Histories 3(1):24–35
4. Bhattacharya S, Adhikary S, Alexander NA (2009) A simplified method for unified buckling and free vibration analysis of pile-supported structure in seismically liquefiable soil. Soil Dyn Earthq Eng 29:1220–1235. https://doi.org/10.1016/j.soildyn.2009.01.006
5. Cheng Z, Jeremic B (2009) Numerical modeling and simulation of pile in liquefiable soil. Soil Dyn Earthq Eng 29(11-12):1405–1416. https://doi.org/10.1016/j.soildyn.2009.02.008
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