Experimental study to evaluate the effect of particle size on the small strain shear modulus of coarse-grained soils-Reference-Cited by-同舟云学术

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Experimental study to evaluate the effect of particle size on the small strain shear modulus of coarse-grained soils

Published:2020-10 Issue: Volume:163 Page:107954
ISSN:0263-2241
Container-title:Measurement
language:en
Short-container-title:Measurement

Author:

Liu Xingyang,Zou Degao,Liu Jingmao,Zhou Chenguang,Zheng Bowen

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Young Elite Scientists Sponsorship Program by CAST

Publisher

Elsevier BV

Subject

Applied Mathematics,Electrical and Electronic Engineering,Condensed Matter Physics,Instrumentation

Reference69 articles.

1. Geotechnical earthquake engineering;Kramer,1996

2. Shear wave profiles from surface wave inversion: The impact of uncertainty on seismic site response analysis;Boaga;J. Geophys. Eng.,2011

3. Dynamic behavior and liquefaction analysis of recycled-rubber sand mixtures;Li;J. Mater. Civ. Eng.,2016

4. Predicting liquefaction probability based on shear wave velocity: An update;Shen;B. Eng. Geol. Environ.,2016

5. Soil moisture assessment by means of compressional and shear wave velocities: Theoretical analysis and experimental setup;Adamo;Measurement,2010

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