Abstract
Understanding the long-term behaviour of a rock mass and the coupled hydro-thermal-mechanical processes is crucial for geological radioactive waste disposal, geothermal, mining, LNG underground storage, and CO2 geosequestration. Rock fracture initiation and propagation are the key mechanism for rock mass instability.
The ability to predict and realistically reproduce rock mass behaviour using a numerical model is a pivotal step in solving many rock engineering problems. Although several existing numerical codes can model the behaviour of jointed or fractured rock mass, most do not consider the explicit fracture initiation and propagation—a dominant mechanism, particularly in hard rocks.
The FRActure propagation CODe (FRACOD) presented here is a two-dimensional computer code designed to simulate fracture initiation and propagation in elastic and isotropic rock mediums. This book focuses on the theories and numerical principles behind FRACOD, providing examples where the numerical method is applied to solve practical problems.
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References
Jing L (2003) A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering. Int J Rock Mech Min Sci 40:283–353
Shen B, Stephansson O (1993) Modification of the G-criterion of crack propagation in compression. Int J Eng Fract Mech 47(2):177–189
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© 2014 Springer Science+Business Media Dordrecht
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Shen, B., Stephansson, O., Rinne, M. (2014). Introduction. In: Modelling Rock Fracturing Processes. Springer, Dordrecht. https://doi.org/10.1007/978-94-007-6904-5_1
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DOI: https://doi.org/10.1007/978-94-007-6904-5_1
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