A Progressive Approach to Account for Large-Scale Roughness of Concrete–Rock Interface in Practical Stability Analyses for Dam Safety Evaluation-Reference-Cited by-同舟云学术

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A Progressive Approach to Account for Large-Scale Roughness of Concrete–Rock Interface in Practical Stability Analyses for Dam Safety Evaluation

Published:2022-08 Issue:8 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Saichi Tarik¹^ORCID,Renaud Sylvain²,Bouaanani Najib³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, Montréal, QC, Canada H3C 3A7. ORCID:

2. Research Associate, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, Montréal, QC, Canada H3C 3A7.

3. Professor, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, Montréal, QC, Canada H3C 3A7 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002468

Reference48 articles.

1. Earthquake Safety Evaluation of Gravity Dams Considering Aftershocks and Reduced Drainage Efficiency

2. Modelling of shear characteristics at the concrete–rock mass interface

3. Review of a new shear-strength criterion for rock joints

4. Shear strength criteria for rock, rock joints, rockfill and rock masses: Problems and some solutions

5. The shear strength of rock joints in theory and practice

Cited by 4 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. Experimental and numerical investigation of dynamic tensile behavior of granite-concrete bimaterials with different rough interfaces;Journal of Building Engineering;2024-05

2. Contribution of 3D Roughness Along Concrete-Rock Interface to the Sliding Stability of Concrete Gravity Dams;Geotechnical and Geological Engineering;2024-03-19

3. Influences of Interface Roughness and Loading Direction on Tensile Behavior of Rock–Concrete Bimaterials Under Brazilian Test Conditions;Rock Mechanics and Rock Engineering;2023-05-23

4. Analysis of the field studies of the foundation deformations and total draft of the Boguchansk HPP concrete dam;Structural Mechanics of Engineering Constructions and Buildings;2022-11-30

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