메뉴 건너뛰기




Volumn 20, Issue 1, 2005, Pages 49-61

The plastic zones and displacements around underground openings in rock masses containing a fault

Author keywords

Fault; Fault dips; Hard rock masses; Plastic zone; UDEC

Indexed keywords

GEOLOGY; PLASTICS; ROCKS; STRUCTURAL DESIGN; TUNNELS; UNDERGROUND STRUCTURES;

EID: 4544227605     PISSN: 08867798     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.tust.2004.05.003     Document Type: Article
Times cited : (118)

References (27)
  • 1
    • 0016313398 scopus 로고
    • Engineering classification of rock masses for the design of tunnel support
    • N. Barton R. Lien J. Lunde Engineering classification of rock masses for the design of tunnel support Rock Mechanics 6 1974 188-236
    • (1974) Rock Mechanics , vol.6 , pp. 188-236
    • Barton, N.1    Lien, R.2    Lunde, J.3
  • 5
    • 0004419604 scopus 로고
    • Functional classification of gouge materials from seams and faults in relation to stability problems in underground openings
    • Research report Department of Civil Engineering University of California Berkeley
    • Brekke T.L. Howard T.R. Functional classification of gouge materials from seams and faults in relation to stability problems in underground openings Research report Department of Civil Engineering University of California Berkeley 1973 195
    • (1973) , pp. 195
    • Brekke, T.L.1    Howard, T.R.2
  • 7
    • 0002952191 scopus 로고    scopus 로고
    • Cataclastic rocks in underground structures - Terminology and impact on the feasibility of projects (initial results)
    • C. Buergi A. Parriaux G. Franciosi J.-Ph. Rey Cataclastic rocks in underground structures - terminology and impact on the feasibility of projects (initial results) Engineering Geology 51 1999 225-235
    • (1999) Engineering Geology , vol.51 , pp. 225-235
    • Buergi, C.1    Parriaux, A.2    Franciosi, G.3    Rey, J.-Ph.4
  • 8
    • 0001840562 scopus 로고
    • Numerical modelling of jointed and faulted rock
    • H.P. Rossmanith (Ed.) A.A. Balkema Rotterdam
    • P.A. Cundall Numerical modelling of jointed and faulted In: rock H.P. Rossmanith (Ed.) Mechanics of Jointed and Faulted Rock 1990 A.A. Balkema Rotterdam 11-18
    • (1990) Mechanics of Jointed and Faulted Rock , pp. 11-18
    • Cundall, P.A.1
  • 14
    • 4544227393 scopus 로고    scopus 로고
    • Numerical modelling of the effect of faults on largescale underground cavern
    • Division of engineering geology and hydrogeology, RWTH Aachen
    • Hao, Y.H., 2003. Numerical modelling of the effect of faults on largescale underground cavern. Division of engineering geology and hydrogeology, RWTH Aachen.
    • (2003)
    • Hao, Y.H.1
  • 15
    • 0033495488 scopus 로고    scopus 로고
    • Support for very weak rock associated with faults and shear zones
    • Villaescusa, Windor, Thompson (Eds.) A.A. Balkema Rotterdam
    • E. Hoek Support for very weak rock associated with faults and shear zones In: Villaescusa, Windor, Thompson (Eds.) Rock Support and Reinforcement Practice in Mining 1999 A.A. Balkema Rotterdam 19-31
    • (1999) Rock Support and Reinforcement Practice in Mining , pp. 19-31
    • Hoek, E.1
  • 16
    • 0004023522 scopus 로고    scopus 로고
    • Hoek corner. Available from (www.rockeng.utoronto)
    • Hoek, E., 2000. Practical rock engineering notes. Hoek corner. Available from (www.rockeng.utoronto).
    • (2000) Practical Rock Engineering Notes
    • Hoek, E.1
  • 19
    • 0032473771 scopus 로고    scopus 로고
    • Formulation of discontinuous deformation analysis (DDA) - An implicit discrete element model for block system
    • L. Jing Formulation of discontinuous deformation analysis (DDA) - an implicit discrete element model for block system Engineering Geology 49 1998 371-381
    • (1998) Engineering Geology , vol.49 , pp. 371-381
    • Jing, L.1
  • 20
    • 0141689064 scopus 로고
    • Use of the distinct element method to perform stress analysis in rock with non-persistent joints and to study the effect of joint geometry parameters on the strength and deformability of rock masses
    • P.H.S.W. Kulatilake Use of the distinct element method to perform stress analysis in rock with non-persistent joints and to study the effect of joint geometry parameters on the strength and deformability of rock masses Rock Mechanics and Rock Engineering 25 1992 253-274
    • (1992) Rock Mechanics and Rock Engineering , vol.25 , pp. 253-274
    • Kulatilake, P.H.S.W.1
  • 22
    • 0027849181 scopus 로고
    • A case history in Argentina - Rock mechanics for the underground works in the pumping storage development of Rio Grande No. 1
    • Oxford: Pergamon Press
    • O. Moretto A case history in Argentina - rock mechanics for the underground works in the pumping storage development of Rio Grande No. 1 Comprehensive Rock Engineering vol. 5 1993 Pergamon Press Oxford
    • (1993) Comprehensive Rock Engineering , vol.5
    • Moretto, O.1
  • 25
    • 0031407324 scopus 로고    scopus 로고
    • Influence of faults on tunnelling
    • W. Schubert G. Riedmüller Influence of faults on tunnelling Felsbau 15 1997 6
    • (1997) Felsbau , vol.15 , pp. 6
    • Schubert, W.1    Riedmüller, G.2
  • 26
    • 0003575704 scopus 로고    scopus 로고
    • Short term prediction of rock mass behaviour in tunnelling by advance analysis of displacement monitoring data
    • Heft 1 Technisch Universität Graz
    • Steindorfer A. 1998 Short term prediction of rock mass behaviour in tunnelling by advance analysis of displacement monitoring data. Heft 1, Technisch Universität Graz.
    • (1998)
    • Steindorfer, A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.