Using Foaming Grout to Stabilize a Ventilation Raise in Very Poor Rock

- Organization:
- International Conference on Ground Control in Mining
- Pages:
- 5
- File Size:
- 2389 KB
- Publication Date:
- Jan 1, 2005
Abstract
Special foamed cements were used to stabilize and secure caving ground in a newly-reamed 12.5-ft diameter underground ventilation raise. Two zones of very poor Rock Mass Rating (RMR) material were encountered during reaming of a ventilation raise at Placer Dome's Turquoise Ridge Mime in Northern Nevada These zones caved to large cavities, continued failing, and could not be safely secured using standard rock bolting, wire mesh, and shotcrete procedures. In stable sections of the raise, the ground control plan called for the contractor to install 8-ft and 124 length resin grouted No. 7 Dywidag bolts, chain-link fence mesh and shotcrete. This work was conducted on three decks installed on the raise bore reamer. The first of the caved areas was approximately 1,500 cubic yards in volume and extended out to 40 ft beyond the wall of the raise. Placer Dome considered several options for structural fill to repair the area including pumped shotcrete, concrete, and placing and grouting aggregate. A safe, cost effective, and expedient method of stabilizing the raise with foaming grout and bolted liner plate was selected and successfully executed. The special fast-setting, foaming cement grouts used were Tekfoam and Tekseal® manufactured by Minova. The raise was quickly placed in service. Factors considered in selecting the foaming grout are discussed.
Citation
APA:
(2005) Using Foaming Grout to Stabilize a Ventilation Raise in Very Poor RockMLA: Using Foaming Grout to Stabilize a Ventilation Raise in Very Poor Rock. International Conference on Ground Control in Mining, 2005.