Evaluating liquefaction resistance of partially saturated sandy soil using the P-wave velocity
Author:
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Central Universities
Publisher
Elsevier BV
Reference38 articles.
1. Correlation of pore-pressure B-value with P-wave velocity and Poisson's ratio for imperfectly saturated sand or gravel;Kokusho;Soils Found,2000
2. Analytical study of saturation effects on seismic vertical amplification of a soil layer;Yang;Geotechnique,2001
3. Resistance of partly saturated sand to liquefaction with reference to longitudinal and shear wave velocities;Tsukamoto;Soils Found,2002
4. Saturation effects on initial soil liquefaction;Sherif;J Geotech Eng Div,1977
5. Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand;Okamura;Soils Found,2006
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1. Insights into the assessment and interpretation of earthquake-induced liquefaction in sands under different degrees of saturation;Earth-Science Reviews;2024-11
2. Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions;Géotechnique;2024-08-18
3. Measurements of Shear Wave Velocity for Collapsible Soil;Geotechnics;2024-04-28
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