Importance of Side Resistance in a 3D Stability Analysis

Author:

Akhtar Kamran12,Stark Timothy D.12

Affiliation:

1. Military College of Engineering (MCE), National Univ. of Sciences and Technology (NUST), Risalpur 24080, Pakistan.

2. Professor of Civil and Environmental Eng., Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers

Reference14 articles.

1. Arellano D. and Stark T. D. (2000). "Importance of three dimensional slope stability analysis in practice." Proc. Slope Stability 2000 Specialty Conference Denver Colorado 5-8 August 2000 ASCE Geotechnical Special Technical Publication No. 101 18-32.

2. Brinkgreve R. B. J. and Broere W. (2004). "PLAXIS 3D Tunnel V 2 Professional Version." PLAXIS bv P.O.Box 572 2600 AN Delft The Netherlands.

3. On the ratio of factors of safety in slope stability analyses

4. On the boundary conditions in slope stability analysis

5. State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes

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2. Stability of slope corners: a displacement-based FEM study;Canadian Geotechnical Journal;2023-07-04

3. Stability and Stress-Deformation Analyses of Reinforced Slope Failure at Yeager Airport;Journal of Geotechnical and Geoenvironmental Engineering;2021-03

4. Selecting Minimum Factors of Safety for 3D Slope Stability Analyses;Geo-Risk 2017;2017-06

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