Drained Shear Strength Parameters for Analysis of Landslides-Reference-Cited by-同舟云学术

Drained Shear Strength Parameters for Analysis of Landslides

Published:2005-05 Issue:5 Volume:131 Page:575-588
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Stark Timothy D.¹²³,Choi Hangseok¹²³,McCone Sean¹²³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801-2352. E-mail: tstark@uiuc.edu

2. Assistant Professor, Dept. of Civil Engineering, 209-D Auburn Science and Engineering Center, Univ. of Akron, Akron, OH 44325-3905 (corresponding author). E-mail: hchoi@uakron.edu

3. Johnson, Mimiran and Thompson, 72 Loveton Circle, Baltimore, MD 21152. E-mail: smccone@umm.edu

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%282005%29131%3A5%28575%29

Reference32 articles.

1. Bjerrum L. and Simons N. E. (1960). “Comparison of shear strength characteristics of normally consolidated clays.” Proc. Conf. on Shear Strength of Cohesive Clays ASCE New York 711–726.

2. A simple ring shear apparatus;Bromhead E. N.;Ground Eng.,1979

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