Analysis of the Active Earth Pressure of Sandy Soil under the Translational Failure Mode of Rigid Retaining Walls Near Slopes
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-0846-5.pdf
Reference25 articles.
1. Cao W, Liu T, Xu, Z (2019) Estimation of active earth pressure on inclined retaining walls based on the simplified principal stress trajectory method. International Journal of Geomechanics 19(7):06019011, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001447
2. Cao W, Zhang H, Liu T, Tan X (2020) Analytical solution for the active earth pressure of cohesionless soil behind an inclined retaining wall based on the curved thin-layer element method. Computers and Geotechnics 128:103851, DOI: https://doi.org/10.1016/j.compgeo.2020.103851
3. Chen F, Lin C, Lin L, Huang M (2021) Active earth pressure of narrow cohesive backfill on rigid retaining wall of rotation about the bottom. Soils and Foundations 61(1):95112, DOI: https://doi.org/10.1016/j.sandf.2020.11.002
4. Chen F, Lin Y, Li D (2019a) Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode. Soils and Foundations 59(1):151–161, DOI: https://doi.org/10.1016/j.sandf.2018.09.010
5. Chen F, Yang J, Lin Y (2019b) Active earth pressure of narrow granular backfill against rigid retaining wall near rock face under translation mode. International Journal of Geomechanics 19(12):04019133, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001525
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