Laboratory pull-out tests on fully grouted rock bolts and cable bolts:Results and lessons learned

被引:14
作者
Isabelle Thenevin [1 ]
Laura Blanco-Martín [1 ]
Faouzi Hadj-Hassen [1 ]
Jacques Schleifer [1 ]
Zbigniew Lubosik [2 ]
Aleksander Wrana [2 ]
机构
[1] MINES Paris Tech,Department of Geosciences,PSL Research University
[2] Department of Extraction Technology and Mining Support,Central Mining Institute(GIG)
关键词
Pull-out test; Fully grouted bolts; Laboratory-scale; Confining pressure; Embedment length; Bolt-grout interface;
D O I
暂无
中图分类号
TU476 [特殊形式基础];
学科分类号
081401 ;
摘要
Laboratory pull-out tests were conducted on the following rock bolts and cable bolts:steel rebars,smooth steel bars,fiberglass reinforced polymer threaded bolts,flexible cable bolts,IR5/IN special cable bolts and Mini-cage cable bolts.The diameter of the tested bolts was between 16 mm and 26 mm.The bolts were grouted in a sandstone sample using resin or cement grouts.The tests were conducted under either constant radial stiffness or constant confining pressure boundary conditions applied on the outer surface of the rock sample.In most tests,the rate of displacement was about 0.02 mm/s.The tests were performed using a pull-out bench that allows testing a wide range of parameters.This paper provides an extensive database of laboratory pull-out test results and confirms the influence of the confining pressure and the embedment length on the pull-out response(rock bolts and cable bolts).It also highlights the sensitivity of the results to the operating conditions and to the behavior of the sample as a whole,which cannot be neglected when the test results are used to assess the bolt-grout or the grouterock interface.
引用
收藏
页码:843 / 855
页数:13
相关论文
共 9 条
  • [1] Assessment of the bolt-grout interface behaviour of fully grouted rockbolts from laboratory experiments under axial loads[J] . Laura Blanco Martín,Michel Tijani,Faouzi Hadj-Hassen,Aurélien Noiret.International Journal of Rock Mechanics and Mining Sciences . 2013
  • [2] A new analytical solution to the mechanical behaviour of fully grouted rockbolts subjected to pull-out tests[J] . Laura Blanco Martín,Michel Tijani,Faouzi Hadj-Hassen.Construction and Building Materials . 2010 (2)
  • [3] An analytical analysis of the full-range behaviour of grouted rockbolts based on a tri-linear bond-slip model[J] . F.F. Ren,Z.J. Yang,J.F. Chen,W.W. Chen.Construction and Building Materials . 2009 (3)
  • [4] Modelling of debonding along the fixed anchor length[J] . International Journal of Rock Mechanics and Mining Sciences . 2008 (4)
  • [5] Bond of cement grouted reinforcing bars under constant radial pressure[J] . Mahdi Moosavi,Ahmad Jafari,Arash Khosravi.Cement and Concrete Composites . 2004 (1)
  • [6] Analytical models for rock bolts[J] . C. Li,B. Stillborg.International Journal of Rock Mechanics and Mining Sciences . 2000 (8)
  • [7] A CONSTITUTIVE LAW FOR BOND FAILURE OF FULLY-GROUTED CABLE BOLTS USING A MODIFIED HOEK CELL
    HYETT, AJ
    BAWDEN, WF
    MACSPORRAN, GR
    MOOSAVI, M
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1995, 32 (01) : 11 - 36
  • [8] LABORATORY EVALUATION OF CEMENT-BASED GROUTS AND GROUTED ROCK ANCHORS
    BENMOKRANE, B
    CHENNOUF, A
    MITRI, HS
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1995, 32 (07) : 633 - 642
  • [9] Variation in load transfer of a fully encapsulated rock bolt .2 Hagan PC. Proceedings of the 23rd international conference in ground control in mining . 2004