Exploring the Effects of Initial Fabric Anisotropy due to Preshearing Stress History in Different Directions on the Undrained Behavior of Loose Sands

Author:

Kaviani-Hamedani Farzad1ORCID,Fakharian Kazem2ORCID,Shirkavand Danial3ORCID,Khoshghalb Arman4ORCID,Shabani Farid5ORCID,Sooraki Ali6ORCID,Rezaie Amirhossein7

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran 15875-4413, Iran (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran 15875-4413, Iran. ORCID: .

3. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran 15875-4413, Iran. ORCID: .

4. Senior Lecturer, School of Civil and Environmental Engineering, UNSW, Sydney 2052, Australia. ORCID: .

5. Ph.D. Student, Dept. of Civil and Environmental Engineering, Colorado School of Mines, CO 80401. ORCID: .

6. M.Sc. Student, Dept. of Civil and Environmental Engineering, Amirkabir Univ. of Technology, Tehran 15875-4413, Iran. ORCID: .

7. Associate Professor, Dept. of Electrical Engineering, Amirkabir Univ. of Technology, Tehran 15875-4413, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Reference77 articles.

1. Effect of stress rotation and intermediate stress ratio on monotonic behavior of granulated rubber–sand mixtures;Ahmad A.;J. Mater. Civ. Eng.,2020

2. Undrained Monotonic and Cyclic Strength of Sands

3. Fundamental investigation of constant stress simple shear test using DEM

4. ASTM. 2007. Standard test method for particle-size analysis of soils. ASTM D422-63. West Conshohocken, PA: ASTM.

5. ASTM. 2017. Standard test method for consolidated undrained direct simple shear testing of fine grain soils. ASTM D6528-17. West Conshohocken, PA: ASTM.

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