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Volumn 92, Issue 1035, 1999, Pages 81-85

Cablebolt layouts using the modified stability graph

Author keywords

Cablebolts; Empirical design; Stope support

Indexed keywords

BOLT; DESIGN; SLOPE STABILIZATION;

EID: 0033301640     PISSN: 03170926     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (9)

References (16)
  • 1
    • 0016313398 scopus 로고
    • Engineering classification of rock masses for the design of tunnel support
    • May
    • BARTON, N., LIEN, R., and LUNDE, J., 1974. Engineering classification of rock masses for the design of tunnel support, Rock Mech., May, p. 189-236.
    • (1974) Rock Mech. , pp. 189-236
    • Barton, N.1    Lien, R.2    Lunde, J.3
  • 2
    • 0019912745 scopus 로고
    • Design curves for roofs and hanging-walls in bedded rock based on 'voussoir' beam and plate solutions
    • January
    • BEER, G. and MEEK, J.L., 1982. Design curves for roofs and hanging-walls in bedded rock based on 'voussoir' beam and plate solutions. Trans. Instn. Min. Metall., 91, January, A18-A22.
    • (1982) Trans. Instn. Min. Metall. , vol.91
    • Beer, G.1    Meek, J.L.2
  • 4
    • 85057311381 scopus 로고
    • Design of surface and near surface construction in rock
    • Edited by Fairhurst., New York:AIME
    • DEERE, D.U., HENDRON, A.J., PATTON, F.D., and CORDING, E.J., 1967. Design of surface and near surface construction in rock. Failure and breakage in rock. Edited by Fairhurst., New York:AIME, p. 237-302.
    • (1967) Failure and Breakage in Rock , pp. 237-302
    • Deere, D.U.1    Hendron, A.J.2    Patton, F.D.3    Cording, E.J.4
  • 5
    • 0001432731 scopus 로고
    • The strength of undermined strata
    • EVANS, W.H., 1941. The strength of undermined strata. Trans. Inst. Min. Metall., Vol. 50, p. 475- 532.
    • (1941) Trans. Inst. Min. Metall. , vol.50 , pp. 475-532
    • Evans, W.H.1
  • 7
    • 0021540370 scopus 로고
    • Stability of reinforced rock structure
    • Edited by Brown and Hudson. London: British Geotechnical Society
    • LANG, TA and BISCHOFF, J.A., 1984. Stability of reinforced rock structure. Design and performance of underground excavations. Edited by Brown and Hudson. London: British Geotechnical Society, p. 11-18.
    • (1984) Design and Performance of Underground Excavations , pp. 11-18
    • Lang, T.A.1    Bischoff, J.A.2
  • 10
    • 0038277362 scopus 로고
    • Prediction of stable excavations for mining at depth below 1000 metres in hard rock
    • DSS Serial No. OSQ80-00081, DSS File No. 17SQ.23440-0- 9020, Ottawa: Dept. Energy, Mines and Resources
    • MATHEWS, K.E., HOEK, E., WYLLIE, D.C., and STEWART, S.B.V., 1981. Prediction of stable excavations for mining at depth below 1000 metres in hard rock. CANMET Report DSS Serial No. OSQ80-00081, DSS File No. 17SQ.23440-0- 9020, Ottawa: Dept. Energy, Mines and Resources, 39 p.
    • (1981) CANMET Report
    • Mathews, K.E.1    Hoek, E.2    Wyllie, D.C.3    Stewart, S.B.V.4
  • 13
    • 0003802522 scopus 로고
    • Ph.D. Thesis, Dept. Mining and Mineral Processing, University of British Columbia
    • POTVIN, Y., 1988. Empirical open stope design in Canada. Ph.D. Thesis, Dept. Mining and Mineral Processing, University of British Columbia, 343 p.
    • (1988) Empirical Open Stope Design in Canada
    • Potvin, Y.1
  • 14
    • 0001986547 scopus 로고
    • Empirical cablebolt support design
    • Edited by P. Kaiser and McCreath, A.A. Balkema, Rotterdam
    • POTVIN, Y. and MILNE, D., 1992. Empirical cablebolt support design. Rock Support. Edited by P. Kaiser and McCreath, A.A. Balkema, Rotterdam, p. 269- 275.
    • (1992) Rock Support , pp. 269-275
    • Potvin, Y.1    Milne, D.2
  • 16
    • 0029475658 scopus 로고
    • The Mathew's Method for Open Stope Design
    • STEWART, S.B.V. and FORSYTH, W.W., 1995. The Mathew's Method for Open Stope Design. CIM. Bulletin, Vol. 88, No. 992. p. 45-53.
    • (1995) CIM. Bulletin , vol.88 , Issue.992 , pp. 45-53
    • Stewart, S.B.V.1    Forsyth, W.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.