Cyclic Testing and Constitutive Modeling of Saturated Sand–Concrete Interfaces Using the Disturbed State Concept-Reference-Cited by-同舟云学术

Cyclic Testing and Constitutive Modeling of Saturated Sand–Concrete Interfaces Using the Disturbed State Concept

Published:2005-12 Issue:4 Volume:5 Page:286-294
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Desai Chandra S.¹²³,Pradhan Shashank K.¹²³,Cohen David¹²³

Affiliation:

1. Regents’ Professor, Dept. of Civil Engineering and Engineering Mechanics, The Univ. of Arizona, Tucson, AZ 85721 (corresponding author).

2. Lecturer, Applied Mechanics Dept., Faculty of Technology and Engineering, M S Univ. of Baroda, India.

3. Senior Engineer, Hallenback/Allwest Associates, Pleasant Hill, CA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282005%295%3A4%28286%29

Reference32 articles.

1. Alanazy A. S. and Desai C. S. (1996). “Testing and modeling of sand-steel interfaces under static and cyclic loading.” Rep. Prepared for Dept. of Civil Engineering and Engineering Mechanics The Univ. of Arizona Tucson Ariz.

2. Experimental Study of Static and Dynamic Friction Between Sand and Typical Constuction Materials

3. Numerical design–analysis for piles in sand;Desai C. S.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1974

4. Desai C. S. (2000a). “DSC-DYN2D: Computer code for dynamic and static analysis: dry and saturated materials—Parts I II and III.” Rep. Tucson Ariz.

5. Evaluation of Liquefaction Using Disturbed State and Energy Approaches

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