TUNNELLING UNDER SQUEEZING CONDITIONS: A CASE HISTORY - MANERI BHOLI STAGE II PROJECT, INDIA . TUNNEL CONSTRUCTION 90. PAPERS PRESENTED AT THE TUNNEL CONSTRUCTION 90 CONFERENCE, ORGANIZED BY THE INSTITUTION OF MINING AND METALLURGY, LONDON, 3-4 APRIL, 1990

A large number of tunnels, driven in young and fragile rocks of Himalaya have experienced several tunnelling problems. A 16 km long horseshoe shaped tunnel, of 6 m diameter, of Maneri Bhali Stage-II Project has suffered a major tunnelling problem of severe squeezing ground condition. A failure study, on the tunnel under squeezing is presented in the paper. The results obtained from instrumentation and empirical approach for squeezing and non-squeezing strata are discussed. Himalayan tunnels are long and are always a critical component of projects. Thus, the feasibility of deploying a Tunnelling Boring Machine is also briefly discussed.(A) For the covering abstract of the conference see IRRD 828810.

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  • Corporate Authors:

    Institution of Mining & Metallurgy

    44 Portland Place
    London W1N 4BR,   England 
  • Authors:
    • Saini, G S
    • Dube, A K
  • Publication Date: 1990

Language

  • English

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Filing Info

  • Accession Number: 00604999
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • ISBN: 1-870706-17-X
  • Files: ITRD, TRIS
  • Created Date: Feb 28 1991 12:00AM