Time-Lapse Ground Penetrating Radar Survey for Grout Injection Trial at Baal Bone Colliery

The Australasian Institute of Mining and Metallurgy
B Shen H Guo D Wallace
Organization:
The Australasian Institute of Mining and Metallurgy
Pages:
8
File Size:
3337 KB
Publication Date:
Jan 1, 2006

Abstract

Appropriate management of the ground subsidence induced by coal mining activities is essential. To assess the effectiveness of grout injection for mining subsidence control, time-lapse ground penetrating radar (GPR) imaging data were collected before and after grouting. The pregouting subsurface responses were interpreted to have changed after grout injection. The changes were caused by injecting the grout materials (flyash and water) into the delaminated strata and permeable fracture zones. The largest distance of the observed GPR event changes at the right end of the main profile is 132 m away from the injection borehole. Although the GPR images could not easily tell if the image changes were caused by the injected ashes or the water, it does suggest that the injection materials had been pushed at least 130 m away from the injection borehole. This is consistent with the borehole scan monitoring, which confirmed that the grout has travelled more than 90 m from the injection borehole.
Citation

APA: B Shen H Guo D Wallace  (2006)  Time-Lapse Ground Penetrating Radar Survey for Grout Injection Trial at Baal Bone Colliery

MLA: B Shen H Guo D Wallace Time-Lapse Ground Penetrating Radar Survey for Grout Injection Trial at Baal Bone Colliery. The Australasian Institute of Mining and Metallurgy, 2006.

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