A New Approach for Evaluating the Soil Slope Reinforcement Tensile Forces Using Limit Equilibrium Methods

Author:

Djeffal Houcine,Belkacemi Smain

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference25 articles.

1. Bishop W (1955) The use of the slip circle in the stability analysis of slopes. Geotechnique 5(1):7–17

2. Chen J, Zhang W, Xue J (2017) Zoning of reinforcement forces in geosynthetic reinforced cohesionless soil slopes. Geosynth Int 24(6):565–574

3. Christopher BR, Leshchinsky D, Stulgis R (2005) Geosynthetic-reinforced soil walls and slopes: US perspective. International Perspectives on soil reinforcement applications, Austin, pp 1–12

4. Duncan JM (1996) State of the art: limit equilibriuim and finite-element analysis of slopes. J Geotech Eng 122(7):577–596

5. Elias V, Christopher BR, Berg RR (2001) Mechanically stabilized earth walls and reinforced soil slopes. In: Design and construction guidelines, U.S. Department of Transportation, Federal Highway Administration, Washington DC, Report FHWA-NHI-00-043, 418 pp

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1. A Detailed Study on the Analysis and Design of Geotextile Reinforced Earth Embankments;Engineering, Technology & Applied Science Research;2023-06-02

2. Progressive failure mechanism of structuralized cemented slopes;Engineering Failure Analysis;2023-01

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