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• W4307965159 endingPage "105066" @default.
• W4307965159 startingPage "105066" @default.
• W4307965159 abstract "Static lateral earth pressure problems are a central and long-standing topic in geotechnical engineering, but their exact solutions are lacking. This study is dedicated to providing an exact solution for active earth pressure exerted against rigid retaining walls with various wall geometries, backfill geometries, and wall roughness. A numerical model based on the rigid plastic analysis, namely a fully plastic solution, has been successfully developed to search out statically admissible stress fields in the backfills. In particular, Sokolovski’s theory coupled with the Mohr-Coulomb criterion has been adopted to enable the statically admissible stress fields to be developed. Robust numerical frameworks based on the fifth-order adaptive Runge-Kutta method, and a shooting technique has demonstrated efficacy in coping with the stress singularity that appeared in the analyzed domain, thus the admissible stress fields have been successfully figured out. The accuracy of the proposed solution is satisfactorily verified and validated by comparing the obtained results with exact values and those of experimental results available in the literature. The admissible stress fields explored in the backfills of rigid walls elucidate the load transfer mechanism of cohesionless materials in the backfills; the potential effects of various parameters e.g., wall geometries, backfill geometries, and wall roughness on the active earth pressure coefficients have been disclosed thereof. In essence, this study provided a conservative answer for the static active earth pressure problems whereby the exact values of active earth pressure coefficients are tabulated and provided for engineering practice." @default.
• W4307965159 created "2022-11-06" @default.
• W4307965159 creator A5018426724 @default.
• W4307965159 date "2023-01-01" @default.
• W4307965159 modified "2023-09-29" @default.
• W4307965159 title "An exact solution of active earth pressures based on a statically admissible stress field" @default.
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• W4307965159 doi "https://doi.org/10.1016/j.compgeo.2022.105066" @default.
• W4307965159 hasPublicationYear "2023" @default.
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