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Estimation of Shaft Radial Displacement beyond the Excavation Bottom before Installation of Permanent Lining in Nondilatant Weak Rocks with a Novel Formulation

Author(s): (Global Project and Technology Manager, BASF Construction Solutions GmbH, Dr-Albert-Frank-Strasse 32, 83308 Trostberg, Germany; formerly, Product and Technology Manager, Dept. of Maritime Technologies, BAUER Maschinen GmbH, Dr.-Albert-Frank-Straße 32, 8330)
(Full Professor, Dept. of Environmental, Land and Infrastructural Engineering, Politecnico di Torino, Corso Duca Degli Abruzzi 24, 10129 Torino, Italy.)
(Technical Expert, Massafra s.r.l.,Via Massena 63, 10128 Torino, Italy; formerly, M.Sc. Student, Dept. of Environmental, Land and Infrastructural Engineering, Politecnico di Torino, Corso Duca Degli Abruzzi 24, 10129 Torino, Italy.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 9, v. 17
Page(s): 04017051
DOI: 10.1061/(asce)gm.1943-5622.0000949
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)gm.1943-5622.0000949.
  • About this
    data sheet
  • Reference-ID
    10605665
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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