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- W2898898914 abstract "It is widely accepted that the mechanical properties and failure behaviours of a rock mass are largely dependent upon the geometrical and mechanical properties of discontinuities. The effect of joint elasticity on the failure behaviours of rock masses is investigated using a discrete element model, namely, the synthetic rock mass model. Here, uniaxial compression tests of the numerical model are carried out for the rock mass model with a persistent joint to analyse the role of joint elasticity in the failure process with various joint orientations, β. A strong correlation between the joint elasticity and failure strength is found from the simulation results: a positive relationship when the joint orientation β < φ j ; a negative relationship when the joint orientation φ j < β < 90 ° ; and a very limited effect when the joint orientation β = 90 ° . Additionally, it is shown that the joint elasticity is the governing factor in the transition of failure modes, especially from the sliding failure mode along the joint to the mixed sliding-tensile failure mode." @default.
- W2898898914 created "2018-11-09" @default.
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- W2898898914 date "2018-11-01" @default.
- W2898898914 modified "2023-10-06" @default.
- W2898898914 title "Joint Elasticity Effect on the Failure Behaviours of Rock Masses using a Discrete Element Model" @default.
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- W2898898914 doi "https://doi.org/10.3390/en11112968" @default.
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