Design Charts for Reinforced Soil Slopes Considering Rotational and Sliding Failure Mechanisms
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering
Link
https://link.springer.com/content/pdf/10.1007/s40515-023-00348-5.pdf
Reference38 articles.
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2. Bishop, A.W.: The use of the slip circle in the stability analysis of slopes. Geotechnique 5, 7–17 (1955). https://doi.org/10.1680/geot.1955.5.1.7
3. Bishop, A.W., Morgenstern, N.: Stability coefficients for earth slopes. Geotechnique 10, 129–153 (1960)
4. Deng, B., Yang, M.: Stability analysis of geosynthetic-reinforced soil structures under steady infiltrations. Acta Geotech. 17, 205–220 (2022). https://doi.org/10.1007/s11440-021-01195-9
5. Dram, A., Balunaini, U., Benmebarek, S., Sravanam, S.M., Madhav, M.R.: Earthquake response of connected and unconnected back-to-back geosynthetic-reinforced soil walls. Int. J. Geomech. 21, 4021223 (2021). https://doi.org/10.1061/(asce)gm.1943-5622.0002206
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