Effect of Pressure Gradient on Critical Shear Stress of Cohesive Soils-Reference-Cited by-同舟云学术

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Effect of Pressure Gradient on Critical Shear Stress of Cohesive Soils

Published:2020-06 Issue:6 Volume:146 Page:04020042
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Salem Hicham “Sam”¹^ORCID,Rennie Colin D.²^ORCID

Affiliation:

1. Principal Engineer, ASI, 6431 Nathan Court, Orleans, ON, K1C 5J4; formerly Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur, Ottawa, ON, Canada K1N 6N5 (corresponding author). ORCID: .

2. Professor and Chair, Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur, Ottawa, ON, Canada K1N 6N5. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001750

Reference25 articles.

1. Mechanistic Detachment Rate Model to Predict Soil Erodibility Due to Fluvial and Seepage Forces

2. Quantifying the erodibility of streambanks and hillslopes due to surface and subsurface forces;Al-Madhhachi A. T.;Trans. ASABE,2014

3. SRICOS: Prediction of Scour Rate in Cohesive Soils at Bridge Piers

4. Seepage caused tension failures and erosion undercutting of hillslopes

5. Computational Modeling of Bed Material Shear Stresses in Piston-Type Erosion Rate Testing Devices

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