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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 w...

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Bibliographic Details
Published in:arXiv.org 2015-03
Main Authors: Chandreyee Roy, Pradhan, Srutarshi, Stroisz, Anna, Fjaer, Erling
Format: Article
Language:English
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Summary: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.
ISSN:2331-8422