Analytical Solutions for Three-Wedge Stability with Vertical Wedge Interfaces
Author:
Affiliation:
1. Shaw Professor and Head, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., University Park, PA 16802.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002126
Reference64 articles.
1. Allen, T. M., and R. J. Bathurst. 2013. “Comparison of working stress and limit equilibrium behavior of reinforced soil walls.” In Sound Geotechnical Research to Practice: Honoring Robert D. Holtz II, Geotechnical Special Publication 230, edited by A. W. Stuedlein, and B. R. Christopher, 499–513. Reston, VA: ASCE.
2. Application of the simplified stiffness method to design of reinforced soil walls;Allen T. M.;J. Geotech. Geoenviron. Eng.,2018
3. Seismic response analysis of a geosynthetic-reinforced soil retaining wall;Bathurst R. J.;Geosynth. Int.,1998
4. Bathurst, R. J., D. Walters, N. Vlachopoulos, P. Burgess, and T. M. Allen. 2000. “Full scale testing of geosynthetic reinforced walls.” In Advances in Transportation and Geoenvironmental Systems Using Geosynthetics, Geotechnical Special Publication 103, edited by J. C. Zornberg and B. R. Christopher, 201–217. Reston, VA: ASCE.
5. Limit equilibrium analysis of large-scale reinforced and unreinforced embankments loaded by a strip footing;Blatz J. A.;Can. Geotech. J.,2003
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