Assessment of Conventional Interpretation Methods of RC Results Based on 3D Numerical Simulations-Reference-Cited by-同舟云学术

Assessment of Conventional Interpretation Methods of RC Results Based on 3D Numerical Simulations

Published:2018-12 Issue:12 Volume:18 Page:04018160
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lashin Ibrahim¹,Hussien Mahmoud N.²,Karray Mourad³,Chekired Mohamed⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Faculty of Engineering, Sherbrooke Univ., Sherbrooke, QC J1K 2R1, Canada.

2. Researcher, Dept. of Civil Engineering, Faculty of Engineering, Sherbrooke Univ., Sherbrooke, QC J1K 2R1, Canada; Associate professor, Dept. of Civil Engineering, Faculty of Engineering, Assiut Univ., Assiut, Egypt.

3. Professor, Dept. of Civil Engineering, Faculty of Engineering, Sherbrooke Univ., Sherbrooke, QC J1K 2R1, Canada (corresponding author).

4. Researcher, Institut de Recherche d’Hydro-Québec, Varennes, QC J3X 1S1, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001302

Reference26 articles.

1. The Modified “Stiffened” Drnevich Resonant Column Apparatus

2. Direct Simple-Shear Tests on a Norwegian Quick Clay

3. A Low-Compliance Bi-Directional Cyclic Simple Shear Apparatus

4. Measurement of Shear Waves in Laboratory Specimens by Means of Piezoelectric Transducers

5. Bui M. T. 2009. “Influence of some particle characteristics on the small strain response of granular materials.” Ph.D. thesis Univ. of Southampton.

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