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Structural behavior of ground around underground openings; 2 types of rock structures which are capable of supporting themselves to span mine opening, are beam and arch, pressure arch, front and rear abutments; avoidance of squeeze on timbers by limiting length of stope to span less than that of pressure arch; application of yield pillar techniques to room and pillar methods at depth; yielding supports for squeezing ground; application of yielding arches and rings.
Structural behavior of ground around underground openings; 2 types of rock structures which are capable of supporting themselves to span mine opening, are beam and arch, pressure arch, front and rear abutments; avoidance of squeeze on timbers by limiting length of stope to span less than that of pressure arch; application of yield pillar techniques to room and pillar methods at depth; yielding supports for squeezing ground; application of yielding arches and rings.
Practical use of rock mechanics
Min Congress J
Woodruff, S.D. (author)
1961
Article (Journal)
English
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