Passive earth pressure on vertical rigid walls with negative wall friction coupling statically admissible stress field and soft computing
Author:
Funder
National Foundation for Science and Technology Development
Publisher
Springer Science and Business Media LLC
Link
https://www.nature.com/articles/s41598-024-72094-8.pdf
Reference40 articles.
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2. Kumar, J. & Rao, K. S. S. Passive pressure coefficients, critical failure surface and its kinematic admissibility. Géotechnique 47, 185–192. https://doi.org/10.1680/geot.1997.47.1.185 (1997).
3. Nguyen, T. & Shiau, J. Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field. Acta Geotech. https://doi.org/10.1007/s11440-024-02278-z (2024).
4. Nguyen, T., Shiau, J. & Ly, D.-K. Enhanced earth pressure determination with negative wall-soil friction using soft computing. Comput. Geotech. 167, 106086. https://doi.org/10.1016/j.compgeo.2024.106086 (2024).
5. Choudhury, D. & Rao, K. S. S. Seismic uplift capacity of strip anchors in soil. Geotech. Geol. Eng. 22, 59–72. https://doi.org/10.1023/B:GEGE.0000014003.69378.6a (2004).
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