1. Effect of normal load on the crack propagation from pre-existing joints using Particle Flow Code (PFC).
- Author
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Haeri, Hadi, Sarfarazi, Vahab, and Zheming Zhu
- Subjects
CONCRETE joints ,CRACK propagation (Fracture mechanics) ,MECHANICAL loads ,GRANULAR flow ,CRACK initiation (Fracture mechanics) ,STRUCTURAL failures - Abstract
In this paper, the effect of normal load on the failure mechanism of echelon joint has been studied using PFC2D. In the first step, calibration of PFC was undertaken with respect to the data obtained from experimental laboratory tests. Then, six different models consisting various echelon joint were prepared and tested under two low and high normal loads. Furthermore, validation of the simulated models were cross checked with the results of direct shear tests performed on non-persistent jointed physical models. The simulations demonstrated that failure patterns were mostly influenced by normal loading, while the shear strength was linked to failure mechanism. When ligament angle is less than 90°, the stable crack growth length is increased by increasing the normal loading. In this condition, fish eyes failure pattern occur in rock bridge. With higher ligament angles, the rock bridge was broken under high normal loading. Applying higher normal loading increases the number of fracture sets while dilation angle and mean orientations of fracture sets with respect to ligament direction will be decreased. [ABSTRACT FROM AUTHOR]
- Published
- 2017
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