Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The influence of the intermediate principal stress was considered based on the twin-shear unified strength theory. The calculation of the finite width earth pressure is treated as a plane strain problem. By using the static equilibrium method under the flat slip surface assumption, an analytical solution of the active earth pressure was obtained under the plane strain state, and the results were compared to the actual measurement results obtained by previous studies to verify the feasibility of the proposed method. The relevant parameters under different intermediate principal stress influence coefficients are discussed based on calculation examples. The earth pressure calculation, with consideration to the influence of the intermediate principal stress, has theoretical significance and considerable economic benefits in engineering.
The influence of the intermediate principal stress was considered based on the twin-shear unified strength theory. The calculation of the finite width earth pressure is treated as a plane strain problem. By using the static equilibrium method under the flat slip surface assumption, an analytical solution of the active earth pressure was obtained under the plane strain state, and the results were compared to the actual measurement results obtained by previous studies to verify the feasibility of the proposed method. The relevant parameters under different intermediate principal stress influence coefficients are discussed based on calculation examples. The earth pressure calculation, with consideration to the influence of the intermediate principal stress, has theoretical significance and considerable economic benefits in engineering.
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory
Soil Mech Found Eng
Soil Mechanics and Foundation Engineering ; 60 ; 259-267
01.07.2023
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Active Earth Pressure of Finite Soil Based on Twin-Shear Unified Strength Theory
Online Contents | 2023
|Unified Solutions for Unsaturated Soil Shear Strength and Active Earth Pressure
British Library Conference Proceedings | 2010
|Application of new twin-shear unified strength criterion to frozen soil
Elsevier | 2019
|Application of Twin Shear Strength Theory for Soil Liquefaction
British Library Conference Proceedings | 1998
|