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Principle of method is, in initial phase, to break down rock in full cross section and along entire length of tunnel, broken rock remaining in place to partially or totally fill cavity; danger of rock falling from roof or walls, and openings being created outside profile, is avoided; in second phase, broken rock is removed and final lining is put in place immediately afterwards; by this sequence of operation, only very short stretches of tunnel remain open, and then only for short time; method also reduces working costs.
Principle of method is, in initial phase, to break down rock in full cross section and along entire length of tunnel, broken rock remaining in place to partially or totally fill cavity; danger of rock falling from roof or walls, and openings being created outside profile, is avoided; in second phase, broken rock is removed and final lining is put in place immediately afterwards; by this sequence of operation, only very short stretches of tunnel remain open, and then only for short time; method also reduces working costs.
Driving large underground heading
Min J
Debenedetti, A. (author)
Mining Journal ; 260
1963
2 pages
Article (Journal)
English
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