Pore-Water Pressure Development Caused by Wave-Induced Cyclic Loading in Deep Porous Formation
Author:
Affiliation:
1. Geotechnical Specialist, Dept. of Civil and Environmental Engineering, The Univ. of Western Ontario, London, ON, Canada N6A 5B9.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000189
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3. Solutions of pore pressure build up due to progressive waves
4. Cornelisse J. M. and Verbeek H. (1994). “Erosion and liquefaction of natural mud under surface waves.” Proc. 4th Nearshore and Estuarine Cohesive Sediment Transport Conf. INTERCOH ’94 HR Wallingford Wallingford U.K.
5. Sand liquefaction in large-scale simple shear tests;De Alba P.;J. Geotech. Engrg. Div.,1976
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