Discussion of “Residual Shear Strength Mobilized in First-Time Slope Failures” by G. Mesri and M. Shahien-Reference-Cited by-同舟云学术

Discussion of “Residual Shear Strength Mobilized in First-Time Slope Failures” by G. Mesri and M. Shahien

Published:2004-05 Issue:5 Volume:130 Page:544-546
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hamel James V.¹

Affiliation:

1. Hamel Geotechnical Consultants, 1992 Butler Dr., Monroeville, PA 15146-3918.

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%28544%29

Reference28 articles.

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2. Movement of the Soper's Wood landslide on the Jurassic Fuller's Earth, Bath, England

3. Closure to ‘Waco Dam Slide’ by R. R. W. Beene.;Beene R. R. W.;J. Soil Mech. Found. Div.,1969

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

5. Chigira M. (1989). “Chemical weathering of mudstones in mountainous areas.” Abstract Abstracts and Program Proc. Assoc. Eng. Geol. Annual Meeting Vail Colo. 56.

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