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Abstract:
A general framework for probabilistic damage in rock using maximum entropy theory is proposed to describe the failure process of marble from hydropower station at Jinping II, China. In this paper, the failure process of marble is divided into three stages. In the first stage, a parameter D0 is employed to describe the compaction of rock before elastic period which can be calculated by maximum entropy theory. In the second stage, elastic theory is used to express no damage in the rock. In the last stage, a parameter D is performed to define and calculate the damage of rock based on maximum entropy theory. The proposed model is used to simulate the failure process of marble under uniaxial compression. The simulated result is well agreement with experimental data, validating the proposed computational framework. © 2015 Taylor & Francis Group, London.
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Transit Development in Rock Mechanics-Recognition, Thinking and Innovation - Proceedings of the 3rd ISRM Young Scholars Symposium on Rock Mechanics, 2014
Year: 2015
Page: 249-252
Language: English
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ESI Highly Cited Papers on the List: 0 Unfold All
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