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A platform for research: civil engineering, architecture and urbanism
Three-Dimensional Face Stability Analysis of EPBS Tunnels
A three-dimensional (3D) failure mechanism, based on the framework of the kinematical approach of limit analysis theory, is applied to calculate the face supporting pressure of a circular tunnel driven by the Earth Pressure Balance Shield (EPBS). The geometry of the mechanisms considered is composed of a sequence of truncated rigid cones. The numerical results obtained are presented.
Three-Dimensional Face Stability Analysis of EPBS Tunnels
A three-dimensional (3D) failure mechanism, based on the framework of the kinematical approach of limit analysis theory, is applied to calculate the face supporting pressure of a circular tunnel driven by the Earth Pressure Balance Shield (EPBS). The geometry of the mechanisms considered is composed of a sequence of truncated rigid cones. The numerical results obtained are presented.
Three-Dimensional Face Stability Analysis of EPBS Tunnels
Advanced Materials Research ; 378-379 ; 449-452
2011-10-27
4 pages
Article (Journal)
Electronic Resource
English
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