Shear Behavior of Sensitive Marine Clay-Concrete Interfaces
Author:
Affiliation:
1. M.A.Sc. Student, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.
2. Associate Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author).
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.1943-5606.0000795
Reference15 articles.
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4. Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil-Structure Interface Behavior
5. Hamilton J. J. and Crawford C. (1960). “Improved determination of preconsolidation pressure of a sensitive clay.” ASTM Special Technical Publication No. 254 West Conshohocken PA 254–271.
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