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Strength of Fractured Rocks

In this report we present a study on the strength of rocks which are partially fractured from before. We have considered a two dimensional case of a rock in the form of a lattice structure. The fiber bundle model is used for modelling the $2-D$ rock. Each lattice site is considered to be a fiber which has a breaking threshold. Fractures in this system will be of the form a cluster of sites and the length is defined as the number of sites belonging to a single cluster. We introduce fractures in the system initially and apply load until the rock breaks. The breaking of a rock is characterized by a horizontal fracture which connects the left side of the lattice to the right side. The length distribution and the strength of such systems have been measured.

preprint2015arXivOpen access
Chandreyee RoySrutarshi PradhanAnna StroiszErling Fjaer
cond-mat.dis-nn
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Chandreyee RoySrutarshi PradhanAnna StroiszErling Fjaer

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