Shear Modulus and Damping Ratio of Unsaturated Kaolin Measured by New Suction-Controlled Cyclic Triaxial Device-Reference-Cited by-同舟云学术

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Shear Modulus and Damping Ratio of Unsaturated Kaolin Measured by New Suction-Controlled Cyclic Triaxial Device

Published:2011 Issue:5 Volume:34 Page:103635
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Suits L. D.,Sheahan T. C.,Biglari Mahnoosh,Jafari Mohammad Kazem,Shafiee Ali,Mancuso Claudio,d’Onofrio Anna

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A comparison of shear modulus of unsaturated sand in triaxial and simple shear tests under different strains and suctions;Engineering Geology;2023-03

2. Cyclic modeling of unsaturated sands using a pore‐scale hydromechanical approach;International Journal for Numerical and Analytical Methods in Geomechanics;2022-12-15

3. Small-strain behaviour of unsaturated silty clay: experiments and model interpretation;Acta Geotechnica;2021-04-19

4. Combination of water head control and axis translation techniques in new unsaturated cyclic simple shear tests;Soil Dynamics and Earthquake Engineering;2019-11

5. Effects of initial suction and degree of saturation on dynamic properties of sand at large strain;Scientia Iranica;2019-08-06

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