Field Testing of the Fully Grouted Thrust Tensioned Bolts

International Conference on Ground Control in Mining
Kot Unrug
Organization:
International Conference on Ground Control in Mining
Pages:
4
File Size:
1325 KB
Publication Date:
Jan 1, 2002

Abstract

Fully grouted tensioned bolts provide a desirable compressive of laminated roof and bondage along the entire bolt length, at the same time the entire surface of the hole is protected against penetration of moisture. This is particularly important in shale strata, where, when left unprotected by a partial grout column, moisture penetrates to the annular space, and weathers rock around the bolt hole, having an easy access to the bedding planes which are strongly hydrophilic. The most desirable are thrust tensioned rebar bolts that can be installed with one procedure step, and can secure a desired pre-stressing. Such bolts have a forged conventional head and offer no hazard to miners in low clearance mines, whose number increase constantly due to the depletion of reserves in thicker seams. The presented field-testing program has been based on instrumented bolts allowing for monitoring of tension at installation and at a chosen time interval after. The tested system is based on rebar bolts installed with two speed Fosroc resin (fast at the top and stow at the bottom), and mechanical compression by the bolting machine at installation. Combination of several different washer -- plate arrangements have been tested. The results are reported with their interpretation, and recommendations directly towards strata control requirements, as well as the operational considerations for efficiency of installation.
Citation

APA: Kot Unrug  (2002)  Field Testing of the Fully Grouted Thrust Tensioned Bolts

MLA: Kot Unrug Field Testing of the Fully Grouted Thrust Tensioned Bolts. International Conference on Ground Control in Mining, 2002.

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