Reinforcement Tensile Forces in Back-to-Back Retaining Walls

Author:

Sravanam Sasanka Mouli,Balunaini Umashankar,Madhav Madhira R.

Publisher

Springer Singapore

Reference14 articles.

1. Anubhav, A., & Basudhar, P. K. (2012). Footing on double-faced wrap-around reinforced soil walls. Ground Improvement, 167(G12), 73–87.

2. Bathurst, R. J., Nernheim, A., Walters, D. L., Allen, T. M., Burgess, P., & Saunders, D. D. (2009). Influence of reinforcement stiffness and compaction on the performance of four geosynthetic reinforced soil walls. Geosynthetics International, 16(1), 43–59.

3. Berg, R. R., Christopher, B. R. & Samtani, N. C. (2009). Design and construction of mechanically stabilized earth walls and reinforced soil slopes–Volume I. U.S. Department of Transportation Federal Highway Administration, Publication No. FHWA-NHI-10–024.

4. Duncan, J. M., Byrne, P., Wong, K. S., & Mabry, P. (1980). Strength, stress–strain and bulk modulus parameters for finite element analysis of stresses and movements in soil masses. Dept. of Civil Engg., University of California, Berkeley, California. Report No.UCB/GT/80-01.

5. El-Sherbiny, R., Ibrahim, E., & Salem, A. (2013). Stability of back-to-back mechanically stabilized earth walls. In Proceedings of Geo-congress (pp. 555–565). March 3–7, 2013, San Diego, California, USA.

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