1. Deep Mine Backfilling at Wabash Valley Correctional Institution, Carlisle, Indiana
- Author
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G. G. Marino, P. H. Carr, and K. A. Patel
- Subjects
Geotechnical investigation ,business.industry ,Grout ,Coal mining ,Calcium lignosulfonate ,engineering.material ,Mining engineering ,Land reclamation ,Correctional institution ,engineering ,Infill ,Geotechnical engineering ,business ,Geology ,Electric resistivity - Abstract
An expansion at the Wabash Valley Correctional Institution (WVCI) required development over abandoned coal mine workings. An extensive geotechnical investigation determined subsidence could occur at the surface. Building the Phase II structures was nevertheless determined economically feasible at least in part due to sharing of facilities and resources with the already existing Phase I Institute. In order to limit the possible subsidence damage to the Phase II structures, raft foundations, mine backfilling, and other structural enhancements were considered. Backfilling of this entirely flooded mine at 300 feet beneath the surface in critical areas was determined to be the most cost-effective for many of the buildings. Each mine area was first contained by strategically placing containment grout in certain entries and cross cuts. Once the barriers were sufficiently constructed, the remaining volume was filled with a flowable infill grout. In the highly rubblized areas, set retarder/plasticizer (calcium lignosulfonate) was used to increase penetration. Once the grouting operation began, the grout movement was monitored in adjacent holes using an electric resistivity probe. After grouting operation was finished, core samples were obtained from verification holes drilled in the backfilled mine areas.
- Published
- 1994
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