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MODERN TUNNELLING TECHNOLOGY 2012, Vol. 49 Issue (5) :117-122    DOI:
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Key Techniques for the Pretreatment of Boulder Blasting in an Under-Sea Shield-Driven Tunnel
1 China Railway Tunnel Group Co., Ltd 2 China Railway Tunnel Co., Ltd
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Abstract In some cases, it is not practical for a shield machine to pass directly through certain materials because of geometry, randomness of location, and strength of boulders. Based on previous geophysical prospecting and drilling, an analysis of the drilling parameters and the blasting scheme was performed to established a design. Based on blast vibration monitoring in an adjacent tunnel and blasting coring, this paper summarizes the construction method of pretreatment for boulder blasting in a shield-driven tunnel under the sea, and offers some rationalized proposals.
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Abstract: In some cases, it is not practical for a shield machine to pass directly through certain materials because of geometry, randomness of location, and strength of boulders. Based on previous geophysical prospecting and drilling, an analysis of the drilling parameters and the blasting scheme was performed to established a design. Based on blast vibration monitoring in an adjacent tunnel and blasting coring, this paper summarizes the construction method of pretreatment for boulder blasting in a shield-driven tunnel under the sea, and offers some rationalized proposals.
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.Key Techniques for the Pretreatment of Boulder Blasting in an Under-Sea Shield-Driven Tunnel[J]  MODERN TUNNELLING TECHNOLOGY, 2012,V49(5): 117-122
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http://www.xdsdjs.com/EN/      或     http://www.xdsdjs.com/EN/Y2012/V49/I5/117
 
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