A 2m thick coal seam at a depth of 150m below ground surface is planned for extraction using 5.0m room spans and pillars 7.0m square in plan. Assume that the unit weight of the overburden rock is 25 kN/m3 and that pillar strength is locally defined based on experience
A 2m thick coal seam at a depth of 150m below ground surface is planned for extraction using 5.0m room spans and pillars 7.0m square in plan. Assume that the unit weight of the overburden rock is 25 kN/m3 and that pillar strength is locally defined based on experience
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.3P
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A 2m thick coal seam at a depth of 150m below ground surface is planned for extraction using 5.0m
room spans and pillars 7.0m square in plan. Assume that the unit weight of the overburden rock is
25 kN/m3 and that pillar strength is locally defined based on experience by the following equation
(where w and h are in metres).
SSPP = (7.2 ww^ 0. 46)/(h^0.66)(MPa)
Determine the factor of safety against compressive failure of pillars in the planned layout
Complete equation is given . Please help Tutor
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