Meta-Analysis of 301 Slope Failure Calculations. I: Database Description-Reference-Cited by-同舟云学术

Meta-Analysis of 301 Slope Failure Calculations. I: Database Description

Published:2011-05 Issue:5 Volume:137 Page:453-470
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Travis Quentin B.¹²³,Schmeeckle Mark W.¹²³,Sebert David M.¹²³

Affiliation:

1. Senior Hydraulic Engineer, WEST Consulting, Inc., Tempe, AZ, 85284 (corresponding author).

2. Professor, School of Geographical Sciences, Arizona State Univ., Tempe, AZ 85287-5306.

3. Adjunct Professor, Department of Mathematics, Columbus State Comm. College, Delaware, OH 43015.

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%29GT.1943-5606.0000461

Reference97 articles.

1. Slope Failure in Weathered Claystone and Siltstone

2. Importance of Three-Dimensional Slope Stability Analyses in Practice

3. Principles of Engineering Geology

4. Azzouz A. S. Baligh M. M. and Ladd C. C. (1981). “Three-dimensional stability analyses of four embankment failures.” Proc. of the Tenth Int. Conf. on Soil Mech. and Found. Eng. 3 343–346.

5. Balasubramaniam A. Sivandran C. and Ho Y. (1979). “Stability and settlement of embankments on soft Bangkok clay.” Proc. of the 3rd Int. Conf. on Num. Methods in Geomech W. Wittke ed. 4 1373–1411.

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