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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2. Fundamentals of liquefaction under cyclic loading;Martin;J Geotech Eng Div,1975
3. Undrained deformation and liquefaction of sand under cyclic stresses;Ishihara;Soils Found,1975
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
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Experimental investigations on the effect of density, grain size, and fines content on ejecta-induced settlement;Soil Dynamics and Earthquake Engineering;2024-02
2. Impact of Particle Characteristics on the Static Liquefaction of Jhelum Riverbed Sand;Geotechnical and Geological Engineering;2024-01-10
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