Analytical solution for displacement-dependent active earth pressure considering the stiffness of cantilever retaining structure in cohesionless soil
Author:
Funder
Natural Science Foundation of Jiangxi Province
National Natural Science Foundation of China
National Key Research and Development Program of China
Publisher
Elsevier BV
Reference61 articles.
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4. Estimation of active earth pressure on inclined retaining wall based on simplified principal stress trajectory method;Cao;Int. J. Geomech.,2019
5. Analytical solution for the active earth pressure of cohesionless soil behind an inclined retaining wall based on the curved thin-layer element method;Cao;Comput. Geotech.,2020
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