Liquefaction of silty sands remains puzzling due to the complexity involved in the interaction between coarse and fine particles during loading. This paper presents first-hand experimental data from a series of cyclic triaxial tests under controlled particle characteristics, with the aim to elucidate the influence of particle-size disparity on the liquefaction resistance of sand−fines mixtures. A detailed analysis of the test results and an experimental database compiled from the literature reveal that the particle-size disparity, defined as the ratio between the characteristic sizes of the base sand and the fines, is a major and rational factor controlling the reduction of cyclic resistance of sand−fines mixtures as compared with factors such as the grading and shape of the base sand. A simple, explicit expression is further proposed to properly account for the reduction of cyclic resistance of sand due to fines.
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June 2020
Research Article|
December 20 2019
Influence of particle-size disparity on cyclic liquefaction resistance of silty sands Available to Purchase
Xiao Wei;
Xiao Wei
*Department of Civil Engineering, The University of Hong Kong, Hong Kong.
†Currently at Department of Civil and Environmental Engineering, National University of Singapore, Singapore.
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Jun Yang
;
Jun Yang
‡Department of Civil Engineering, The University of Hong Kong, Hong Kong.
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Yan-Guo Zhou;
Yan-Guo Zhou
§Institute of Geotechnical Engineering, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, China.
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Yunmin Chen
Yunmin Chen
§Institute of Geotechnical Engineering, MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, China.
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Publisher: Emerald Publishing
Received:
May 30 2019
Revision Received:
October 24 2019
Accepted:
October 25 2019
ICE Publishing: all rights reserved
2019
Geotechnique Letters (2020) 10 (2): 155–161.
Article history
Received:
May 30 2019
Revision Received:
October 24 2019
Accepted:
October 25 2019
Citation
Wei X, Yang J, Zhou Y, Chen Y (2020), "Influence of particle-size disparity on cyclic liquefaction resistance of silty sands". Geotechnique Letters, Vol. 10 No. 2 pp. 155–161, doi: https://doi.org/10.1680/jgele.19.00076
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