OFR-61-75 Design Of Roof Bolt Patterns For Jointed Rock - Summary

- Organization:
- The National Institute for Occupational Safety and Health (NIOSH)
- Pages:
- 134
- File Size:
- 51530 KB
- Publication Date:
- Jan 1, 1974
Abstract
The objectives of this research were: 1. to determine the stability relationships of coal mine roof rocks which are cut by fractures or intersecting joints with and without roof bolts, under various sets of conditions including horizontal formation pressures, inclination and coefficient of friction of joints, bolt loads, roof spans and rock properties; and 2. to develop criteria for the design of roof bolt sys terns for such roofs. The problem was studied by mathematical finite element models and by laboratory models. From the results of the mathematical and laboratory models, equations were derived to express the relationships listed above for cracked, single-layered roof beams and design tables for such beams are included. The analysis was then extended to include multi-layered cracked beams reinforced by roof bolts and a method for analyzing and designing bolting patterns for such roof rocks is presented.
Citation
APA:
(1974) OFR-61-75 Design Of Roof Bolt Patterns For Jointed Rock - SummaryMLA: OFR-61-75 Design Of Roof Bolt Patterns For Jointed Rock - Summary. The National Institute for Occupational Safety and Health (NIOSH), 1974.