Finite-element modeling of submarine landslide triggered by seismic loading in saturated cohesive soil deposits
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1007/s10064-020-02005-4.pdf
Reference40 articles.
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3. Biscontin G, Pestana JM, Nadim F (2004) Seismic triggering of submarine slides in soft cohesive soil deposits. Mar Geol 203:341–354. https://doi.org/10.1016/s0025-3227(03)00314-1
4. Borja RI (1991) Cam-clay plasticity part II implicit integration of constitutive equation based on a nonlinear elastic. Comput Methods Appl Mech Eng 88:225–240
5. Bui HH, Fukagawa R, Sako K, Ohno S (2008) Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model. Int J Numer Anal Methods Geomech 32:1537–1570. https://doi.org/10.1002/nag.688
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