Geosynthetic Reinforced Soil Structures

Author:

Leshchinsky Dov,Boedeker Ralph H.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference25 articles.

1. Tensile Strength, Tension Cracks, and Stability of Slopes

2. Baker R. and Garber M. (1977). “Variational approach to slope stability.” Proc. 9th Int. Conf. on Soil Mech. and Found. Engrg. Tokyo Japan 2 2–12.

3. Theoretical analysis of the stability of slopes

4. Boedeker R. H. (1987). “Analysis and design of geotextile reinforced granular embankment over firm foundations ” thesis presented to the University of Delaware at Newark Del. in partial fulfillment of the requirements for the degree of Master of Civil Engineering.

5. Bell J. R. Stilley A. N. and Vandre B. (1975). “Fabric retained earth walls.” Proc. 13th Annual Engrg. Geology and Soils Engrg. Symp. Univ. of Idaho 271–287.

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1. A Framework for Analyzing the Stability of Geosynthetic Reinforced Soil Walls under Unsaturated Conditions;Journal of Geotechnical and Geoenvironmental Engineering;2024-06

2. A Bibliometric Review of Reinforced Soil Wall Research Topics;International Journal of Geosynthetics and Ground Engineering;2024-05-07

3. Stability Analysis of Geosynthetic-Reinforced Slopes Considering Multiple Potential Failure Mechanisms Based on the Upper Bound Theorem;International Journal of Geomechanics;2024-02

4. Effects of Multitiered Configuration on the Internal Stability of GRS Walls;Journal of Geotechnical and Geoenvironmental Engineering;2023-12

5. Insight towards the stability of complex geosynthetic reinforced soil structures;Geosynthetics: Leading the Way to a Resilient Planet;2023-09-11

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