Anisotropic Dynamic Loading Effects on Unsaturated Sand Shear Modulus Prepared at Different Compaction Water Contents-Reference-Cited by-同舟云学术

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Anisotropic Dynamic Loading Effects on Unsaturated Sand Shear Modulus Prepared at Different Compaction Water Contents

Published:2024-02-22 Issue: Volume:28 Page:488-498
ISSN:
Container-title:Geo-Congress 2024
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Author:

Khorami Shahriar¹²³⁴⁵,Ahmadinezhad Adel¹²³⁴⁵,Jafarzadeh Fardin¹²³⁴⁵,Khosravi Ali¹²³⁴⁵,Khosravi Mohammad¹²³⁴⁵

Affiliation:

1. Ph.D. Student, Dept. of Geotechnical Engineering, Montana State Univ..

2. Ph.D. Candidate, Dept. of Geotechnical Engineering, Univ. of New South Wales, Australia.

3. Associate Professor, Sharif Univ. of Technology, Iran.

4. Assistant Professor, Auburn Univ.

5. Assistant Professor, Montana State Univ.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784485309.050

Reference17 articles.

1. Combination of water head control and axis translation techniques in new unsaturated cyclic simple shear tests

2. Development of a dynamic hollow cylinder apparatus for investigating the cyclic response of unsaturated soils subjected to stress anisotropy

3. Jafarzadeh F. Ahmadinezhad A. and Sadeghi H. (2014). Coupled effects of suction and degree of saturation on large strain shear modulus of unsaturated sands. Unsaturated Soils: Research and Applications. Proceedings of the 6th International Conference on Unsaturated Soils.

4. Effects of initial suction and degree of saturation on dynamic properties of sand at large strain;Jafarzadeh F.;Scientia Iranica,2021

5. Experimental study on dynamic properties of sand with emphasis on the degree of saturation

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