Selecting Minimum Factors of Safety for 3D Slope Stability Analyses-Reference-Cited by-同舟云学术

Selecting Minimum Factors of Safety for 3D Slope Stability Analyses

Published:2017-06 Issue: Volume: Page:
ISSN:
Container-title:Geo-Risk 2017
language:
Short-container-title:

Author:

Stark T. D.¹²,Ruffing D. G.¹²

Affiliation:

1. Civil Engineering Dept., Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

2. Geo-Solutions, 1250 5th Ave., New Kensington, PA 15068.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480700.025

Reference14 articles.

1. Akhtar K. and Stark T. D. (2017). "Importance of side resistance in 3D stability analysis." Proc. Geo-Frontiers 2017 Specialty Conference Orlando Florida 10-12 March 2017 ASCE Geotechnical Special Technical Publication No. ??? ??-??.

2. 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.

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

4. Failure of underwater slope in San Francisco Bay;Duncan J.M.;J. Soil Mech. and Found. Div., ASCE,1973

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

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