Role of grain size and shape on undrained monotonic shear, liquefaction, and post-liquefaction behaviour of granular ensembles
Author:
Publisher
Elsevier BV
Subject
Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering
Reference109 articles.
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4. Pore-water pressure changes during soil liquefaction;Seed;J Geotech Eng Div,1976
5. Confining pressure, grain angularity, and liquefaction;Vaid;J Geotech Eng,1985
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