Calculation Method for Active Non-limit Earth Pressure of Cohesive Soil on a Rigid Wall Based on the Nonlinear Mohr–Coulomb Failure Criterion
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This research was supported by the National Natural Science Foundation of China
Construction S&T Project of Department of Transportation of Sichuan Province
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40999-024-00948-3.pdf
Reference58 articles.
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2. Matsuzawa H, Hazarika H (1996) Analyses of active earth pressure against rigid retaining wall subjected to different modes of movement. Soils Found 36(3):51–65. https://doi.org/10.3208/sandf.36.3_51
3. Paik KH, Salgado R (2003) Estimation of active earth pressure against rigid retaining walls considering arching effects. Geotechnique 53(7):643–653. https://doi.org/10.1680/geot.2003.53.7.643
4. Coulomb CA (1776) Essai sur une application des regles de maximis et minmis a quelques problemes de statique, relatifs a l’architecture. Memoires de Mathematique et de Physique 7:343–382
5. Rankine WJ (1857) On the stability of loose earth. Philos Trans R Soc Lond 147:9–27
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