The effect of plastic fines on the shear modulus and damping ratio of silty sands-Reference-Cited by-同舟云学术

The effect of plastic fines on the shear modulus and damping ratio of silty sands

Published:2019-04-13 Issue:8 Volume:78 Page:5865-5876
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Cheng Ke,Zhang Jun,Miao Yu^ORCID,Ruan Bin,Peng Tao

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-019-01522-1.pdf

Reference45 articles.

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2. Andrus DR, Stokoe KH II (2000) Liquefaction resistance of soils from shear-wave velocity. J Geotech Geoenviron Eng ASCE 126(11):1015–1025. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:11(1015)

3. ASTM. D4015-15 (2015) Standard test methods for modulus and damping of soils by fixed-base resonant column devices. ASTM International, West Conshohocken

4. Cai YQ, Dong QY, Wang J, Gu C, Xv CJ (2015) Measurement of small strain shear modulus of clean and natural sands in saturated condition using bender element test. Soil Dyn Earthq Eng 76:100–110. https://doi.org/10.1016/j.soildyn.2014.12.013

5. Cascante G, Vanderkooy J, Chung W (2003) Difference between current and voltage measurements in resonant-column testing. Can Geotech J 40(4):806–820. https://doi.org/10.1139/t03-023

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