Probabilistic Slope Stability Analysis by Finite Elements-Reference-Cited by-同舟云学术

Probabilistic Slope Stability Analysis by Finite Elements

Published:2004-05 Issue:5 Volume:130 Page:507-518
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Griffiths D. V.¹,Fenton Gordon A.²

Affiliation:

1. Professor, Geomechanics Research Center, Colorado School of Mines, Golden, CO 80401.

2. Professor, Dept. of Engineering Mathematics, Dalhousie Univ., Halifax NS, Canada B3H 4R2.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A5%28507%29

Reference30 articles.

1. Risk analysis of slopes and its application to slopes in Canadian sensitive clays

2. The use of the Slip Circle in the Stability Analysis of Slopes

3. Chowdhury R. N. and Tang W. H. (1987). “Comparison of risk models for slopes.” Proc. 5th Int. Conf. on Applications of Statistics and Probability in Soil and Structural Engineering 2 863–869.

4. Christian J. T. (1996). “Reliability methods for stability of existing slopes.” Uncertainty in the geologic environment: From theory to practice Geotechnical Special Publication No. 58 C. D. Shackelford et al. eds. ASCE New York 409–418.

5. Reliability Applied to Slope Stability Analysis

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