A Study of the Failure Mechanism of Planar Non-Persistent Open Joints Using PFC2D
Abstract
Particle flow code 2D (PFC2D) was adopted to simulate the shear behavior of rocklike material samples containing planar non-persistent joints. Direct shear loading was conducted to investigate the effect of joint separation on the failure behavior of rock bridges. Initially calibration of PFC was undertaken with respect to the data obtained from experimental laboratory tests to ensure the conformity of the simulated numerical models response....
Paper Details
Title
A Study of the Failure Mechanism of Planar Non-Persistent Open Joints Using PFC2D
Published Date
Mar 17, 2012
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