Effects of Principal Strain Direction and Intermediate Principal Strain on Undrained Shear Behavior of Sand-Reference-Cited by-同舟云学术

Effects of Principal Strain Direction and Intermediate Principal Strain on Undrained Shear Behavior of Sand

Published:2023-07 Issue:7 Volume:149 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Premnath S.¹,Pouragha M.²,Prasanna R.³,Sivathayalan S.⁴^ORCID

Affiliation:

1. Doctoral Student, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6.

3. Assistant Professor, School of Civil and Environmental Engineering, Indian Institute of Technology Mandi, Kamand, Himachal Pradesh 175075, India.

4. Professor, Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa, ON, Canada K1S 5B6 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11058

Reference73 articles.

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2. Cai Y. 2010. “An experimental study of non-coaxial soil behaviour using hollow cylinder testing.” Ph.D. thesis Dept. of Civil Engineering Univ. of Nottingham.

3. Effects of initial static shear on liquefaction and large deformation properties of loose saturated Toyoura sand in undrained cyclic torsional shear tests

4. On incremental non-linearity in granular media: phenomenological and multi-scale views (Part I)

5. Deformation Characteristics of Granular Materials Under Hydrostatic Compression

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