Prediction of Field Behavior of Reinforced Soil Wall Using Advanced Constitutive Model
Author:
Affiliation:
1. Regents’ Professor, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721-0072.
2. Lecturer, Dept. of Civil Engineering, Minufiya Univ., Minufiya, Egypt.
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%3A6%28729%29
Reference28 articles.
1. Seismic Response Analysis of a Geosynthetic-Reinforced Soil Retaining Wall
2. Berg R. R. Bonaparte R. Anderson R. P. and Chouery V. E. (1986). “Design construction and performance of two reinforced soil retaining walls.” Proc 3rd International Conf. on Geotextiles Vienna Austria Vol. 2 401–406.
3. Christopher B. R. Gill S. A. Giroud J. P. Juran I. Mitchell J. K. Schlosser F. and Dunnicliff J. (1989). “Reinforced soil structures.” Volume II. Summary of Research and System Information Rep. No. FHWA-RD-89-043 Federal Highway Administration McLean Va. 158.
4. Collin J. G. (1986). “Earth wall design.” PhD dissertation Univ. of California Berkeley Calif.
5. Zero thickness interface elements—numerical stability and application
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