Required Active Earth Pressure for 3D ERSs Following a Modified Mohr-Coulomb Strength Criterion
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s12205-024-0356-5.pdf
Reference22 articles.
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4. Huang F, Wang YT, Xu JS, Pan QJ, Wang D (2022) Three-dimensional stability analysis of slurry trench based on Mohr-Coulomb nonlinear failure criterion. KSCE Journal of Civil Engineering 26(12):5038–5048, DOI: https://doi.org/10.1007/s12205-022-2091-0
5. Lin YJ, Chen FQ, Lv YP (2021) Analytical solutions for the earth pressure of narrow cohesive backfill with retaining walls rotating about the top. Acta Geotechnica 16:2975–2995, DOI: https://doi.org/10.1007/s11440-021-01187-9
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