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Original Article

Constitutive model of anchorage interface and its application on timeliness analysis in underground engineering

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Pages s561-s564 | Received 20 Sep 2010, Accepted 15 Nov 2010, Published online: 12 Nov 2013

References

  • Yazici S, Kaiser PK: ‘Bond strength of grouted cable bolts’, Int. J. Rock Mech. Min. Sci. Geomech. Abstr., 1992, 29, (3), 279–292.
  • Hyett AJ, Bawden WF, Macsporram GR, Moosavi M: ‘A constitutive law for bond failure of fully ground cable bolts using a modified Hoek Cell’, Int. J. Rock Mech. Min. Sci. Geomench. Abstr., 1995, 32, (1), 11–36.
  • Zhang FM, Liu N, Chen ZY, Zhao WB: ‘Analysis of factors affected on load losses of high capacity and long rock anchors’, Rock Soil Mech., 2003, 4, 194–197.
  • Wu GJ, Chen WZ, Jia SP, Yang JP: ‘Shear creep experiments about anchorage interface mechanics and nolinear creep model of rocks’, Chin. J. Rock Mech. Eng., 2010, 29, (3), 520–527.

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