On the Dynamic Soil Behavior under Triaxial and Simple Shear Modes-Reference-Cited by-同舟云学术

On the Dynamic Soil Behavior under Triaxial and Simple Shear Modes

Published:2021-08 Issue:8 Volume:21 Page:04021134
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Khashila Marwan¹,Hussien Mahmoud N.²,Chekired Mohamed³,Karray Mourad⁴

Affiliation:

1. Researcher, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, Québec, Canada J1 K 2R1; Lecturer, Dept. of Civil Engineering, Faculty of Engineering, Assiut Univ., Assiut 71511, Egypt.

2. Adjunct Professor, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, Québec, Canada J1 K 2R1; Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Assiut Univ., Assiut 71511, Egypt.

3. Researcher, Institut de Recherche d'Hydro-Québec, Varennes, Québec, Canada J3X 1S1.

4. Professor, Dept. of Civil Engineering, Univ. de Sherbrooke, Sherbrooke, Québec, Canada J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002085

Reference72 articles.

1. Experimental and numerical investigation of the Saint-Adelphe landslide after the 1988 Saguenay earthquake;Abdellaziz M.;Can. Geotech. J.,2020

2. Cyclic simple shear size effects;Amer M. I.;J. Geotech. Eng.,1987

3. ASTM. 2013. Standard test method for load controlled cyclic triaxial strength of soil. ASTM-D5311M. West Conshohocken, PA: ASTM.

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

5. Energy-based evaluation of liquefaction potential under non-uniform cyclic loading;Azeiteiro R. J.;Soil Dyn. Earthquake Eng.,2017

Cited by 6 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. Insights into the assessment and interpretation of earthquake-induced liquefaction in sands under different degrees of saturation;Earth-Science Reviews;2024-11

2. In situ investigation on pore-water pressure response during vibratory pile driving with high frequency;Acta Geotechnica;2024-03-24

3. Dynamic properties of sand with different contents of clay;Powder Technology;2024-01

4. Numerical investigation of soil dynamic response during high-frequency vibratory pile driving in saturated soil;Soil Dynamics and Earthquake Engineering;2023-10

5. Liquefaction and Post Liquefaction Response of Coal Ash Using Cyclic Simple Shear;Challenges and Innovations in Geomechanics;2022-07-31