FRACOD Modeling of Rock Fracturing and Permeability Change in Excavation-Damaged Zones

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 t...

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Bibliographic Details
Published in:International journal of geomechanics 2011-08, Vol.11 (4), p.302-313
Main Authors: Shen, B, Stephansson, O, Rinne, M, Amemiya, K, Yamashi, R, Toguri, S, Asano, H
Format: Article
Language:English
Subjects:
Excavation
Fracturing
Mathematical models
Permeability
Rock
Sedimentary rocks
TECHNICAL PAPERS
Tunnels (transportation)
Underground
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Summary: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.
ISSN:1532-3641
1943-5622
DOI:10.1061/(ASCE)GM.1943-5622.0000034