Design of Foundations on Sensitive Champlain Clay Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

Design of Foundations on Sensitive Champlain Clay Subjected to Cyclic Loading

Published:2008-07 Issue:7 Volume:134 Page:929-937
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hanna Adel M.¹²,Javed Khalid¹²

Affiliation:

1. Professor, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1455 de Maisonneuve Blvd., W. Montreal, Quebec, Canada, H3G 1M8.

2. Research Associate, Dept. of Building, Civil, and Environmental Engineering, Concordia Univ., 1455 de Maisonneuve Blvd., W. Montreal, Quebec, Canada, H3G 1M8.

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%282008%29134%3A7%28929%29

Reference14 articles.

1. Undrained Behavior of Clay Under Cyclic Shear Stresses

2. Geotechnical Properties of Norwegian Marine Clays

3. Chagnon J. Y. Lebuis J. Allard J. D. and Robert J. M. (1979). “Sensitive clays unstable slopes corrective works and slides in the Quebec and Shawinigan area.” Geological Association of Canada .

4. The behaviour of Drammen Clay under cyclic loading

5. Undrained Cyclic Shear Behaviour of Normally Consolidated Clay Subjected to Initial Static Shear Stress

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