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|A users friendly PC Computer Program has been developed to implement a systematic design of the powered support. The required input data are: (1) thickness, RQD, and compressive strength of the immediate roof; (2) mining height; and (3) type, thickness, and tensile strength of the main roof. Several important parameters for support selection under a given geological condition are generated through the implementation of the program, including type of support most favorable for the geologic condition, minimum inclination angle of the legs with respect to the horizontal axis, suitable setting load ratio of the front to rear leg for the 4-leg supports, optimum setting load, and support capacity.|
Additional chapters/articles from the SME-ICGCM book Rock Mechanics as a Guide for Efficient Utilization of Natural Resources
|Rock Mechanics And Ground Control For Underground Mining And||Underground Storage, With Emphasis On Storage In Excavated R||Rock Classification For Portal Design||Laboratory And Field Characterization Of Immediate Floor Str||Comparative Study Of Western US Longwall Panel Entry Systems||Supercomputer Assisted Three-Dimensional Finite Element Anal||DEPOWS - A Powered Support Selection Model||A Study Of Displacement Field Of Main Roof In Longwall Minin||Cavability Investigation Of A Stratabound Copper Deposit, To||Influence Of Discontinuity Orientations And Strength On Cava||Premining Stability Analysis Of A Shaft Pillar At The Homest||Identification Of Critical Slope Failure Surfaces With Criti||Improving Design Methodology For Innovative Rock Mechanics D||Stability Evaluation Of Alternative Designs Of Drift-And-Fil||In Situ Stress For Underground Excavation Design In A Natura||Application Of Physical And Mathematical Modelling In Underg||Complex Seismic Trace Attributes In Coal Exploration||Changes In Seismic Measurements With Blast Induced Fracturin||Changes In The Seismic Properties Of The Cover Produced By L||Crosshole Seismics: Applications In Mining||Geotechnical Mapping By Seismic Imaging In Underground Mines||Experimental Study Of Line Electrode Method To Detect Underg||Time-Dependent Behavior Of Rocks: Laboratory Tests On Hollow||Pillar Sizing||An Applications Approach To Barrier Pillar Design For Improv||Yield Pillar Application Under Strong Roof And Strong Floor||Methods To Determine Pillar Stress Distribution And Its Effe||Correlation Between Unconfined Compressive And Point Load St||Study Of Coal Fragmentation Under Conical Bit Indentation||Development of in-situ stress measurement technique using ul||Understanding the hydraulic pressure cell||Development of a mechanistic model for prediction of maximum||Subsidence prediction using a laminated linear model||Subsidence and environmental impacts in Japanese coal mining||Surface damage due to longwall mining - A case study||Pre-mining stresses at some hard rock mines in the Canadian||Estimation of in-situ material strength||The research on the mechanical properties of hard roof in un||Relationship between the clay fabric of roof shales and roof||Failure mechanisms in ultra-close seam mining||An analysis of roof-pillar-weak floor interaction in partial||Finite element analysis and comparison of shaly mine roof su||Stability analysis and characterization of ground subsidence||Subsidence monitoring at a shallow partial extraction room-a||Assessment of surface fracture depth and intensity due to su||Prediction of surface movement with emphasis on horizontal d||Numerical simulation of coal pillar loading with the aid of||Three-dimensional FEM analysis to sale field measurements fr||Front abutment effects on supplemental support in predriven||Direct determination of failure surfaces in earth slopes||Hydraulic stowing - A solution for subsidence due to undergr||Research on the rational structure of tensible rockbolt and||System behavior analysis of the ground movement around a lon||CISPM - A subsidence prediction model||Dynamic rock anchors||Ropes mine crown pillar rock mechanics||Deformation and failure-time prediction in rock mechanics||Influence of joints on the elastic response of a LFUFL stope||Support selection of mine roadways by means of a computer pr||Theoretical analysis of breaking strength of mine pillars an||A comparison between two- and three-dimensional numerical mo|