Passive Earth Pressure on the Retaining Wall of Limited-width Backfill Based on Curvilinearly Layered
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-2365-6.pdf
Reference24 articles.
1. Alqarawi AS, Leo CJ, Liyanapathirana DS, Sigdel L, Hu P (2021) A spreadsheet-based technique to calculate the passive soil pressure based on the log-spiral method. Computers and Geotechnics 130(3): 103926, DOI: https://doi.org/10.1016/j.compgeo.2020.103926
2. Cai Y, Chen Q, Zhou Y, Nimbalkar S, Yu J (2017) Estimation of passive earth pressure against rigid retaining wall considering arching effect in cohesive-frictional backfill under translation mode. International Journal of Geomechanics 17(4):04016093, DOI: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000786
3. Cao W, Liu T, Xu Z (2019) Calculation of passive earth pressure using the simplified principal stresstrajectory method on rigid retaining walls. Computers and Geotechnics 109(5):108–116, DOI: https://doi.org/10.1016/j.compgeo.2019.01.021
4. Chen FQ, Lin YJ, Yang JT (2020) Passive earth pressure of narrow cohesionless backfill against inclined rigid retaining walls under translation mode. Soils and Foundations 60(5):1226–1240, DOI: https://doi.org/10.1016/j.sandf.2020.07.001
5. Christoph S, Tschuchnigg F, Schweiger HF (2021) Significance of flow rule for the passive earth pressure problem. Acta Geotechnica 17:81–92, DOI: https://doi.org/10.1007/s11440-021-01193-x
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