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Volumn 19, Issue 6, 2004, Pages 607-618

An analytical model to predict axial load in grouted rock bolt for soft rock tunnelling

Author keywords

NATM; Rock bolt; Shear lag model; Soft rock; Tunnel design

Indexed keywords

BOLTS; DEFORMATION; FORCE MEASUREMENT; GROUTING; MATHEMATICAL MODELS; PARAMETER ESTIMATION; ROCKS;

EID: 4544386996     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2004.02.129     Document Type: Article
Times cited : (235)

References (37)
  • 1
    • 0028848971 scopus 로고
    • Analysis of pullout tests for planar reinforcements in soil
    • Abramento M. Whittle J.A. Analysis of pullout tests for planar reinforcements in soil J. Geotech. Eng. 121 6 1995 476-485
    • (1995) J. Geotech. Eng. , vol.121 , Issue.6 , pp. 476-485
    • Abramento, M.1    Whittle, J.A.2
  • 2
    • 0004222111 scopus 로고
    • The stabilisation of rock engeineering structures by rock bolts
    • Doctoral thesis, The Department of Geotechnical Engineering, Nagoya University, Japan
    • Aydan, O., 1989. The stabilisation of rock engeineering structures by rock bolts, Doctoral thesis, The Department of Geotechnical Engineering, Nagoya University, Japan, pp. 92-93
    • (1989) , pp. 92-93
    • Aydan, O.1
  • 4
    • 0021618524 scopus 로고
    • Interaction of grouted rock bolts and hard rock masses at variable loading in a test drift of the Kiirunavaara Mine, Sweden
    • Stephansson, P. (Ed.), Rotterdam, Balkema
    • Björnfot, F., Stephansson, O., 1984. Interaction of grouted rock bolts and hard rock masses at variable loading in a test drift of the Kiirunavaara Mine, Sweden. In: Stephansson, P. (Ed.), Proceedings of the International Symposium on Rock Bolting. Rotterdam, Balkema, pp. 377-395
    • (1984) Proceedings of the International Symposium on Rock Bolting , pp. 377-395
    • Björnfot, F.1    Stephansson, O.2
  • 5
    • 0034173934 scopus 로고    scopus 로고
    • Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion
    • Carranza-Torres C. Fairhurst C. Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion Tunn. Undergr. Space Technol. 15 2 2000 187-213
    • (2000) Tunn. Undergr. Space Technol. , vol.15 , Issue.2 , pp. 187-213
    • Carranza-Torres, C.1    Fairhurst, C.2
  • 7
    • 0642356572 scopus 로고
    • The elasticity and strength of paper and other fibrous materials
    • Cox H.L. The elasticity and strength of paper and other fibrous materials Br. J. Appl. Phys. 3 1952 72-79
    • (1952) Br. J. Appl. Phys. , vol.3 , pp. 72-79
    • Cox, H.L.1
  • 8
    • 0017981210 scopus 로고
    • The behavior of fully-bonded rock bolts in the Kielder experimental tunnel
    • June
    • Freeman T.J. The behavior of fully-bonded rock bolts in the Kielder experimental tunnel Tunnels Tunn. June 1978 37-40
    • (1978) Tunnels Tunn. , pp. 37-40
    • Freeman, T.J.1
  • 11
    • 0042849960 scopus 로고
    • The formation of tension joints in sedimentary rocks: An explanation
    • Hobbs D.W. The formation of tension joints in sedimentary rocks: an explanation Geol. Mag. 120 1967 355-362
    • (1967) Geol. Mag. , vol.120 , pp. 355-362
    • Hobbs, D.W.1
  • 14
    • 0004155752 scopus 로고
    • The mechanical behaviour of untensioned grouted rock bolts
    • Doctoral thesis, Department of soil and rock mechanics, Royal Institute of Technology, S-100 44 Stockholm, Sweden
    • Holmberg, M., 1991. The mechanical behaviour of untensioned grouted rock bolts, Doctoral thesis, Department of soil and rock mechanics, Royal Institute of Technology, S-100 44 Stockholm, Sweden, pp. 62-63
    • (1991) , pp. 62-63
    • Holmberg, M.1
  • 15
    • 4544373906 scopus 로고    scopus 로고
    • Questions and answer about spray concrete and rock bolt
    • Imazu M. Questions and answer about spray concrete and rock bolt Tunn. Undergr. 31 11 2000 87-88
    • (2000) Tunn. Undergr. , vol.31 , Issue.11 , pp. 87-88
    • Imazu, M.1
  • 16
    • 0028322657 scopus 로고
    • Strength of two-phase rocks: A model bsed on fiber-loading theory
    • Ji S. Zhao P. Strength of two-phase rocks: a model bsed on fiber-loading theory J. Struct. Geol. 16 1994 253-262
    • (1994) J. Struct. Geol. , vol.16 , pp. 253-262
    • Ji, S.1    Zhao, P.2
  • 17
    • 0003517041 scopus 로고
    • Theoretical and experiment study on the stability of deep underground opening
    • IES Report of Kyushu University, No. 6
    • Jiang, Y., Esaki T., 1994. Theoretical and experiment study on the stability of deep underground opening, IES Report of Kyushu University, No. 6, pp. 29-40
    • (1994) , pp. 29-40
    • Jiang, Y.1    Esaki, T.2
  • 18
    • 3042701655 scopus 로고    scopus 로고
    • The mechanical effect o grouted rock bolts on tunnel stability
    • JSCE, No. 561/III-38
    • Jiang, Y., Esaki, T., Yokota, Y., 1997. The mechanical effect o grouted rock bolts on tunnel stability. J. Geotech. Eng., JSCE, No. 561/III-38, pp. 19-31
    • (1997) J. Geotech. Eng. , pp. 19-31
    • Jiang, Y.1    Esaki, T.2    Yokota, Y.3
  • 19
    • 0035322097 scopus 로고    scopus 로고
    • Theoretical estimation of loosening pressure on tunnels in soft rocks
    • Jiang Y. Yoneda H. Tanabashi Y. Theoretical estimation of loosening pressure on tunnels in soft rocks Tunn. Undergr. Space Technol. 16 2 2001 99-105
    • (2001) Tunn. Undergr. Space Technol. , vol.16 , Issue.2 , pp. 99-105
    • Jiang, Y.1    Yoneda, H.2    Tanabashi, Y.3
  • 22
    • 0019998433 scopus 로고
    • A stress transfer model for the development of extension fracture boudinage
    • Lloyd G.E. Ferguson C.C. Reading K. A stress transfer model for the development of extension fracture boudinage J. Struct. Geol. 4 1982 355-372
    • (1982) J. Struct. Geol. , vol.4 , pp. 355-372
    • Lloyd, G.E.1    Ferguson, C.C.2    Reading, K.3
  • 23
    • 0001681582 scopus 로고
    • Bond reinforcement under controlled confinement
    • Nov-Dec, Title no. 89-M65
    • Malvar, L.J., 1992. Bond reinforcement under controlled confinement. ACI Mater. J., Nov-Dec, Title no. 89-M65, pp. 593-601
    • (1992) ACI Mater. J. , pp. 593-601
    • Malvar, L.J.1
  • 24
    • 0028668227 scopus 로고
    • Evidence for a non-linear relation ship between fracture spacing and layer thickness
    • Mandal N. Deb S.K. Khan D. Evidence for a non-linear relation ship between fracture spacing and layer thickness J. Struct. Geol. 16 1994 1275-1281
    • (1994) J. Struct. Geol. , vol.16 , pp. 1275-1281
    • Mandal, N.1    Deb, S.K.2    Khan, D.3
  • 26
    • 0027699870 scopus 로고
    • General expression of the shear lag analysis for unidirectional elastic fiber-elastic matrix composites
    • Ochiai S. Hojo M. Osamura K. General expression of the shear lag analysis for unidirectional elastic fiber-elastic matrix composites Z. metallkd. 81 1993 796-801
    • (1993) Z. Metallkd. , vol.81 , pp. 796-801
    • Ochiai, S.1    Hojo, M.2    Osamura, K.3
  • 27
    • 0030183302 scopus 로고    scopus 로고
    • Radial passive bolting in tunnelling design with a new convergence-confinement model
    • Oreste P.P. Peila D. Radial passive bolting in tunnelling design with a new convergence-confinement model Int. J. Rock Mech. Min. Sci. 33 5 1996 443-454
    • (1996) Int. J. Rock Mech. Min. Sci. , vol.33 , Issue.5 , pp. 443-454
    • Oreste, P.P.1    Peila, D.2
  • 29
    • 0020252861 scopus 로고
    • Analysis of convergence behind the face of a tunnel
    • IMM, London
    • Panet, M., Guenot, A. 1982. Analysis of convergence behind the face of a tunnel. In: Proceedings of the Congress Tunnelling '82, IMM, London, pp. 197-204
    • (1982) Proceedings of the Congress Tunnelling '82 , pp. 197-204
    • Panet, M.1    Guenot, A.2
  • 30
    • 0028977281 scopus 로고
    • Axisymmetrical analysis of ground reinforcing in tunnelling design
    • Elsevier, Oxford
    • Peila, D., Oreste, P.P., 1995. Axisymmetrical analysis of ground reinforcing in tunnelling design, Computer and Geotechnics, vol. 17. Elsevier, Oxford, pp. 253-274
    • (1995) Computer and Geotechnics , vol.17 , pp. 253-274
    • Peila, D.1    Oreste, P.P.2
  • 31
    • 0021624910 scopus 로고
    • Grouted rock bolt used in underground engineering in soft surrounding rock or in highly stressed regions
    • Stephansson, O. (Ed.), Balkema, Rotterdam
    • Sun, X., 1984. Grouted rock bolt used in underground engineering in soft surrounding rock or in highly stressed regions. In: Stephansson, O. (Ed.), Proceedings of the International Symposium on Rock Bolting. Balkema, Rotterdam, pp. 93-99
    • (1984) Proceedings of the International Symposium on Rock Bolting , pp. 93-99
    • Sun, X.1
  • 33
    • 4544339460 scopus 로고
    • Theory and practice of NATM
    • Doboku Kougaku Shiya, ISBN 4-88624-059-3 C3051
    • Takayama, Shi. 1983. Theory and practice of NATM, Doboku Kougaku Shiya, ISBN 4-88624-059-3 C3051, p. 27
    • (1983) , pp. 27
    • Takayama, S.1
  • 34
    • 0021598664 scopus 로고
    • Behavior of rock bolting as tunneling support
    • Stephansson, O. (Ed.), Balkema, Rotterdam
    • Tao, Z., Chen, J.X., 1984. Behavior of rock bolting as tunneling support. In: Stephansson, O. (Ed.), Proceedings of the International Symposium on Rock Bolting. Balkema, Rotterdam, pp. 87-92
    • (1984) Proceedings of the International Symposium on Rock Bolting , pp. 87-92
    • Tao, Z.1    Chen, J.X.2
  • 35
    • 0038750248 scopus 로고
    • Performance of support systems in the Four Fathom Mudstone
    • London
    • Ward, W.H., Coats, D.J., Tedd, P., 1976. Performance of support systems in the Four Fathom Mudstone. In: Proceedings of Tunnelling 76, London, pp. 329-340
    • (1976) Proceedings of Tunnelling , vol.76 , pp. 329-340
    • Ward, W.H.1    Coats, D.J.2    Tedd, P.3
  • 36
    • 0020822142 scopus 로고
    • The Kielder Experimental Tunnel: Final results
    • Ward W.H. Tedd P. Berry N.S.M. The Kielder Experimental Tunnel: final results Geotechnique 33 1983 275-291
    • (1983) Geotechnique , vol.33 , pp. 275-291
    • Ward, W.H.1    Tedd, P.2    Berry, N.S.M.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.