Evaluation of wave-induced instability of nearly saturated sandy slopes under partially undrained condition: A case study of landslide in Fraser River delta front

Author:

Rafiei Amin,Rahman M.S.,Gabr M.A.

Funder

University of Hawai'i at Mānoa

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference36 articles.

1. Liquefaction flow of submarine slopes under partially undrained conditions: An effective stress approach;Atigh;Can. Geotech. J.,2004

2. Wave-induced slides in South Pass Block 70, Mississippi Delta;Bea;J. Geotech. Eng.,1983

3. Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid. Low-Frequency Range;Biot;J. Acoust. Soc. Am.,1956

4. An integrated numerical model for the stability of artificial submarine slope under wave load;Chen;Coast. Eng.,2020

5. Chillarige, A R., Robertson, P. K., Morgenstern, N. R., Christian, H., Woeller, D. J. (1994). Evaluation of Wave Effects on Seabed Instability in the Fraser River delta. In: 47th Canadian Geotechnical Conference, Halifax, Canada.

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