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|The success of cable bolts for mine ground control have been well documented in papers presented at this conference too numerous to reference. Cable bolts have proven effective over the years mainly utilized in the form of supplemental support. Some limited work has been conducted on the use of cable bolts as primary support This work has been mainly confined to the West and the bolts utilized were of a non- tensioned type MSHA requirements for primary support have been that the bolt system he tensioned or if non-tensioned, then fully encapsulated with resin. Many operators are now interested in using cable bolts as primary support Further, despite the enormous success of cable bolts, there have been questions raised about the longevity and corrosion characteristics of the cable itself particularly for long tern applications. To improve the corrosion characteristics of cable bolts, galvanized cable has been used for some applications However. although improving the corrosion resistance of cable, galvanized cable for mine ground control does not provide complete protection under certain types of situations and mine environments. Realizing a need for a cable bolt that can be used for primary support and provides consistent installed tension, complete corrosion protection, and a fast installation, Keystone Mining Services. LLC (KMS), an affiliate of Jennmar Corporation, has developed the INSTáL CableOx system. This paper will detail the development and specifics of this system including two underground case studies|
Additional chapters/articles from the SME-ICGCM book Proceedings 19th International Conference On Ground Control In Mining
|An Approach To Identifying Geological Properties From Roof B||Field Experience Of Measuring The Acoustic Energy From A Ham||Advancements In Reflective Seismic Tomography For The Locati||Longwall Geomechanics, An Australian Perspective||Moonee Colliery: Renewing The Economic Viability Of A Mine U||Successful Application Of Hydraulic Fracturing To Control Wi||Pillar Mining And Longwalling Below Massive Roof Strata: Geo||High Capacity Tensioned Cable Bolts For Tailgate Support||Single Point And Full Scale Laboratory Testing Of Timber Cho||Optimizing Secondary Roof Support With The NIOSH Support Tec||The Use Of Cribless Tailgates In Longwall Extraction||Five Stress Factors Conducive To Bumps In Utah, USA, Coal Mi||Development Of Stress Measurement Techniques In Bump-Prone C||Coal Mine Seismicity And Bumps: Historical Case Studies And||Multi-Scale Assessment Of Coal And Gas Outbursts Based On Fr||Horizontal Stress: The Root Of All Evil?||Utilizing The ?Advance And Relieve? Method To Reduce Horizon||Regional Horizontal Surface Displacements Due To Mining Bene||Prognosis And Control Of Mining Induced Surface Subsidence A||Prediction Of Subsurface Subsidence For Longwall Mining Oper||Development Of A Statistical Technique For Assessing Sandsto||Evaluation Of Surface Subsidence Potential Along A Pipeline||Roof Monitoring In Limestone Mines-Experience With The Roof||Site Characterization For Planning Underground Stone Mines||Potential Problems Related To Mining Under Or Adjacent To Fl||Mine Planning For Longwall And Pillar Retreat Panels Subject||Optimization Of District-Wide Mine Layout In Multi-Seam Mini||Application Of Bolt Design Criteria At Galatia Mine||The Utilization Of Rockbolting Technology And Monitoring Tec||Rockbolting For Highly Stressed Roadways||Evaluation Of Measurement System For Monitoring The Stabilit||Quality Management For Grouted Rockbolts||Evaluating Anchorage Mechanisms Of Fully Encapsulated Rock B||INSTáL CableOx: A New Tensionable & Corrosion Resistant Cabl||Rock Reinforcement Longevity||Progress In The Development Of A Roof Bolt Design Methodolog||Case Studies Of Progressive Pillar Failure In Two Mines Usin||Jointing Effects On Pillar Strength||Impact Of Vertical Stress On Roadway Conditions At Dartbrook||Stepwise Support Technology For Extremely Soft Rock Roadway||Mobile Roof Supports For Pillar Retreat Mining||Three-Dimensional Simulations Of The Roof Behavior In Coal R||Roof Behavior In South African Coal Room And Pillar Panels||Extended Cut Out Distances In Continuous Miner Sections In S||Roof Control Analysis In North River Mine||Analysis Of The Seam Inclination Effect On Roof Stability||The Application Of Rock Mass Classification Principles To Co||Mining Geotechnical Benchmarking||Using The Point Load Test To Determine The Uniaxial Compress||The Influence Of Water Content On Strength Characteristic Of||Polymer Membrane Liners In Underground Coal Mines - Ground C||Applications Of Cement Grouting Method For Controlling Weak||Analysis Of Safety Aspects And Mining Practices For Effectiv|