Shear modulus reduction of saturated sand under large liquefaction-induced deformation in cyclic torsional shear tests
Author:
Funder
National Science Foundation of China
Natural Science Foundation of Jiangsu Province
Publisher
Elsevier BV
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference39 articles.
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2. Undrained dynamical behavior of Nanjing flake-shaped fine sand under cyclic loading;Chen;J. Cent. S. Univ. Technol.,2008
3. Experimental investigation on fluid characteristics of medium dense saturated fine sand in pre-and post-liquefaction;Chen;Bull. Earthq. Eng.,2016
4. The influence of undrained cyclic loading patterns and consolidation states on the deformation features of saturated fine sand over a wide strain range;Chen;Eng. Geol.,2016
5. Shear modulus and damping ratio of sand–gravel mixtures over a wide strain range;Chen;J. Earthq. Eng.,2018
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