Ultrasonic velocity surveys in the frequency range of 20kHz to 120kHz were carried out in the Excavation Damage Zone (EDZ) of the ONK-TKU-3620 niche, excavated through drill and blast, to obtain a P-wave tomographic image of the top 0.8 m of the tunnel floor as part of the geophysical characterisation of the EDZ. The P-wave tomography covered a three-dimensional volume of the EDZ field sampled by multiple two-dimensional planes defined by drillholes, providing 30 2-D sections along the North-South, East-West, North West-South East and North East-South West directions. A total of 24 sensors were deployed in the field with a spacing of 0.05 m, performing four surveys at different positions for each tomographic section in order to provide a homogeneous spacing of 0.05 m. The sensors were able to switch between pulsing and receiving mode and provide up to 552 ray-paths for each tomographic plane. Only high-quality cross-hole P-wave first arrivals were used to produce the tomographic velocity images. The results showed that the P-wave velocity varies between 4.8 km/s and 6.5 km/s, with higher velocities at the northern end of the EDZ field. A general trend of increasing velocities with depth was observed, with lower velocities confined to the top 0.5 m associated with a higher degree of fracturing or damage. The modest variation of velocity with direction also indicates weak anisotropy. The higher velocities in the NE-SW direction may suggest oriented fracturing developed in its normal direction NW-SE. Some low velocity anomalies near a number of drill-holes can also be observed in the tomographic image, and may be associated with local damage around the drill-holes. The combination of tomography surveys with other geophysical measurements is able to characterise the rock deformation in the EDZ and provides better evaluation of the long-term safety and integrity of the rock mass around engineered openings in the nuclear disposal facility.
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ISRM International Symposium on In-Situ Rock Stress
May 10–12, 2016
Tampere, Finland
ISBN:
978-951-758-606-1
Ultrasonic Tomography of the Excavation Damage Zone at the Onkalo, Nuclear Waste Repository Facility, Finland
Junwei Junwei Huang;
Junwei Junwei Huang
Itasca Microseismic and Geomechanical Evaluation
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J. William Flynn;
J. William Flynn
Itasca Microseismic and Geomechanical Evaluation
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Jon Haycox;
Jon Haycox
Itasca Microseismic and Geomechanical Evaluation
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Juan Reyes-Montes;
Juan Reyes-Montes
SeisQ Consulting Ltd.
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Shawn Maxwell
Shawn Maxwell
Itasca Microseismic and Geomechanical Evaluation
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Paper presented at the ISRM International Symposium on In-Situ Rock Stress, Tampere, Finland, May 2016.
Paper Number:
ISRM-ISRS-2016-040
Published:
May 10 2016
Citation
Junwei Huang, Junwei, Flynn, J. William, Haycox, Jon, Reyes-Montes, Juan, Mustonen, Sanna, Young, R. Paul, and Shawn Maxwell. "Ultrasonic Tomography of the Excavation Damage Zone at the Onkalo, Nuclear Waste Repository Facility, Finland." Paper presented at the ISRM International Symposium on In-Situ Rock Stress, Tampere, Finland, May 2016.
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