FRACOD Modeling of Rock Fracturing and Permeability Change in Excavation-Damaged Zones
Publication: International Journal of Geomechanics
Volume 11, Issue 4
Abstract
The characterization of the excavation-damaged zone (EDZ) around an underground excavation is a major research topic for deep geological disposal of medium- to high-level radioactive waste. Rock fracturing because of excavation and thermal loading and its resultant rock mass permeability change in the EDZ are important for construction projects and long-term safety. A new function to predict rock mass permeability change in fractured rocks has been developed and added to the existing fracture mechanics code FRACOD. The new functions in FRACOD have been applied to predict the extent of EDZ and permeability change in the vicinity of the tunnel sealing experiment (TSX) tunnel of the Underground Research Laboratory (Canada), the zone of excavation disturbance experiments (ZEDEX) tunnel of the Äspö Hard Rock Laboratory (Sweden), and the deposition tunnels in crystalline and sedimentary rocks (Japan). The predicted EDZ and its permeability are consistent with the measurement data of the TSX tunnel and ZEDEX tunnel. The results from both tests indicate that FRACOD with the new function is capable of realistically predicting the EDZ and permeability change.
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Acknowledgments
The development of the permeability function in FRACOD and the conduction of validation tests were kindly supported by the Hazama Corporation, Japan.
References
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© 2011 American Society of Civil Engineers.
History
Received: Sep 2, 2009
Accepted: Apr 7, 2010
Published online: Apr 10, 2010
Published in print: Aug 1, 2011
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