Causative Mechanisms of Rainfall-Induced Fill Slope Failures-Reference-Cited by-同舟云学术

Causative Mechanisms of Rainfall-Induced Fill Slope Failures

Published:2004-06 Issue:6 Volume:130 Page:593-602
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen H.¹,Lee C. F.²,Law K. T.³

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2G7.

2. Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China (corresponding author).

3. Dept. of Civil and Environmental Engineering, Carleton Univ., Ottawa ON, Canada K1S 5B6.

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%3A6%28593%29

Reference27 articles.

1. Analysis of Rainfall-Induced Debris Flows

2. Brand E. W. (1981). “Some thoughts on rain-induced slope failures.” Proc. 10th Int. Conf. on Soil and Mechanical Foundation Engineering Stockholm Sweden Vol. 3 373–376.

3. Cruden D. M. and Varnes D. J. (1996). “Landslide types and processes.” Landslide investigation and mitigation Special Rep. 247 Transportation Research Board U.S. National Research Council A. K. Turner and R. L. Schuster eds. Washington D.C. Vol. 3 36–75.

4. Instrumented laboratory flowslides

5. Transformation of dilative and contractive landslide debris into debris flows—An example from marin County, California

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