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Volumn 45, Issue 3, 2012, Pages 275-288

Case histories of four extremely intense rockbursts in deep tunnels

Author keywords

Deep tunnel; Hard rock; Rockburst; Support response; TBM

Indexed keywords

CASE HISTORY; CHARACTERISTICS AND MECHANISMS; CONSTRUCTION WORKERS; DEEP TUNNELS; DEVELOPMENT MECHANISMS; GEOLOGICAL CONDITIONS; HARD ROCKS; JINPING II HYDROPOWER STATION; PARALLEL TUNNELS; PREVENTION MEASURES; SPATIAL CHARACTERISTICS; TBM;

EID: 84861528892     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-011-0218-6     Document Type: Article
Times cited : (328)

References (10)
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    • (2001) Tunnelling and Underground Space Technology , vol.16 , Issue.1 , pp. 41-48
    • Ortlepp, W.D.1
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    • 77954956364 scopus 로고    scopus 로고
    • Management of rock bursts during excavation of the deep tunnels in Jinping II Hydropower Station
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    • Shan, Z.1    Yan, P.2
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    • Jinping hydropower project: Main technical issues on engineering geology and rock mechanics
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    • An index for estimating the stability of brittle surrounding rock mass: FAI and its engineering application
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  • 10
    • 84861526046 scopus 로고    scopus 로고
    • A top pilot tunnel preconditioning method for the prevention of extremely intense rockbursts in deep tunnels excavated by TBMs
    • published online doi:10.1007/s00603-011-0199-5
    • Zhang C, Feng X, Zhou H, Qiu S, Wu W (2011b) A top pilot tunnel preconditioning method for the prevention of extremely intense rockbursts in deep tunnels excavated by TBMs. Rock Mech Rock Eng (published online) doi:10.1007/s00603-011-0199-5
    • (2011) Rock Mech Rock Eng
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.