Nonlinear Slip-Failure Surface and Associated Lateral Earth Pressure
Author:
Affiliation:
1. Geotechnical Engineer, SNC-Lavalin Group Inc., 195 The West Mall, Toronto, ON, Canada M9C 5K1 (corresponding author). ORCID: .
2. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, PQ, Canada H3G 1M8.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002331
Reference25 articles.
1. A Numerical Study of the Active Earth Pressure on a Rigid Retaining Wall for Various Modes of Movements
2. Experimental simulation of spiral slip lines on granular materials
3. Calculation of passive earth pressure using the simplified principal stress trajectory method on rigid retaining walls
4. On Slip Surface and Slope Stability Analysis
5. Cinicioglu, O., A. Altunbas, B. Soltanbeigi, and A. T. Gezgin. 2015. “Characterization of active failure wedge for cohesionless soils.” In Vol. 1–7 of Geotech. Eng. Infrastruct. Dev.: XVI ECSMGE, Conf. Proc., 3135–3140. London: ICE Publishing.
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