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Volumn 37, Issue 3, 2004, Pages 193-212

Composite element model of the fully grouted rock bolt

Author keywords

Bolt; Composite element; Rock mass

Indexed keywords

COMPOSITE MATERIALS; ELASTOPLASTICITY; FINITE ELEMENT METHOD; GROUTING; INTERFACES (MATERIALS); MATHEMATICAL MODELS; VISCOSITY;

EID: 3242748935     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-003-0006-z     Document Type: Article
Times cited : (71)

References (21)
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    • Chen, S.H.1    Egger, P.2
  • 4
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    • Rheological model and finite element analysis of jointed rock masses reinforced by passive, fully-grouted bolts
    • Chen, S. H., Pande, G. N. (1994): Rheological model and finite element analysis of jointed rock masses reinforced by passive, fully-grouted bolts. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 31(3), 273-277.
    • (1994) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.31 , Issue.3 , pp. 273-277
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  • 5
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    • Chen, S. H., Qiang, S., Chen, S. F. (2003): Study on the three-dimensional composite element model of bolted rock masses. Chin. J. Rock Mech. Engng. 22(1), 1-8.
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    • Chen, S.H.1    Qiang, S.2    Chen, S.F.3
  • 7
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    • Strength and deformation properties of reinforced jointed media under true triaxial conditions
    • Aachen, Germany
    • Egger, P., Pellet, F. (1991): Strength and deformation properties of reinforced jointed media under true triaxial conditions. In: Proc., 7th ISRM Cong., Aachen, Germany, 215-220.
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    • Egger, P.1    Pellet, F.2
  • 8
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    • Behaviour of rough bolted joints in direct shear tests
    • Aachen, Germany
    • Egger, P., Zabuski, L. (1991): Behaviour of rough bolted joints in direct shear tests. In: Proc., 7th ISRM Cong., Aachen, Germany, 1285-1288.
    • (1991) Proc., 7th ISRM Cong. , pp. 1285-1288
    • Egger, P.1    Zabuski, L.2
  • 9
    • 0016577434 scopus 로고
    • Stress distribution along a resin grouted rock anchor
    • Farmer, I. W. (1975): Stress distribution along a resin grouted rock anchor. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 12, 347-351.
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    • Farmer, I.W.1
  • 10
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    • The effect of rock mass confinement and the bond strength of fully grouted cable bolts
    • Hyett, A. J. et al. (1992): The effect of rock mass confinement and the bond strength of fully grouted cable bolts. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 29(5), 503-524.
    • (1992) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.29 , Issue.5 , pp. 503-524
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  • 11
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    • Kaiser, P. K. et al. (1992): Effect of stress change on the bond strength of fully grouted cables. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 29(3), 293-306.
    • (1992) Int. J. Rock Mech. Min. Sci. Geomech. Abstr. , vol.29 , Issue.3 , pp. 293-306
    • Kaiser, P.K.1
  • 15
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    • The behaviour of reinforced jointed rock masses under various simple loading states
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    • Pande, G.N.1    Gerrard, C.M.2
  • 16
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  • 18
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  • 20
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  • 21
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.