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Evaluating the overconsolidation ratios and peak friction angles of granular soil deposits using noninvasive seismic surveying
Authors:Pegah  Ehsan  Liu  Huabei
Affiliation:1.School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan City, 430074, Hubei Province, China
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Abstract:Acta Geotechnica - The main objective of this study was to propose an approach to estimate the peak friction angles of over-consolidated granular soil deposits by using the P-wave velocity and the...
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