Analytical Solutions for Internal Stability of a Geosynthetic-Reinforced Soil Retaining Wall at the Limit State
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
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002844
Reference73 articles.
1. AASHTO. 2002. Standard specifications for highway bridges. 17th ed., 689. Washington, DC: AASHTO.
2. AASHTO. 2020. LRFD bridge design specifications. 9th ed., 1912. Washington, DC: AASHTO.
3. Comparison of Working Stress and Limit Equilibrium Behavior of Reinforced Soil Walls
4. Performance of an 11 m high block-faced geogrid wall designed using the K-stiffness method
5. Design and Performance of 6.3-m-High, Block-Faced Geogrid Wall Designed Using K-Stiffness Method
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