Analytical solution for displacement-dependent 3D earth pressure on flexible walls of foundation pits in layered cohesive soil
Author:
Funder
National Nature Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02226-x.pdf
Reference61 articles.
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2. Antão AN, Santana TG, Vicente da Silva M, da Costa Guerra NM (2011) Passive earth-pressure coefficients by upper-bound numerical limit analysis. Can Geotech J 48(5):767–780. https://doi.org/10.1139/t10-103
3. Barros PLA (2006) A Coulomb-type solution for active earth thrust with seepage. Géotechnique 56(3):159–164. https://doi.org/10.1680/geot.2006.56.3.159
4. Benz T (2007) Small-strain stiffness of soils and its numerical consequences. PhD thesis. Stuttgart, Germany, Universit¨at Stuttgart
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