Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction-Reference-Cited by-同舟云学术

Prediction of Undrained Behavior of Isotropically and Anisotropically Consolidated Firoozkuh Sand: Instability and Flow Liquefaction

Published:2017-10 Issue:10 Volume:17 Page:04017083
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lashkari Ali¹^ORCID,Karimi Ali²,Fakharian Kazem³,Kaviani-Hamedani Farzad⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Shiraz Univ. of Technology, 7194684471 Shiraz, Iran (corresponding author). ORCID: .

2. Graduate Student, Dept. of Civil and Environmental Engineering, Shiraz Univ. of Technology, 7194684471 Shiraz, Iran.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, 1591634311 Tehran, Iran.

4. Graduate Student, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, 1591634311 Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000958

Reference66 articles.

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4. A state parameter for sands

5. Condition for liquefaction instability in fluid-saturated granular soils

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