Abstract

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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