An analytical model of fully grouted rock bolts subjected to tensile load

被引：150
|
作者：
Ma, Shuqi [1 ]
Nemcik, Jan [1 ]
Aziz, Naj [1 ]
机构：
[1] Univ Wollongong, Sch Civil Min & Environm Engn, Wollongong, NSW 2522, Australia
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2013年 / 49卷
关键词：
Bond/shear strength; Rock bolts; Bond-slip relationship; Complete decoupling mechanism; CONCRETE INTERFACES; BOND STRENGTH;
D O I：
10.1016/j.conbuildmat.2013.08.084
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
An analytical model for fully encapsulated rock bolts subjected to tensile load in pull-out tests is presented. This model is based on the bond-slip relationship describing the mechanical interaction at the bolt-grout interface. The model takes into account the residual shear stress in addition to the complete decoupling mechanisms. Formulations are also derived for the load-displacement curve, shear stress distribution at the bolt-joint interface and axial load distribution in the bolt. The model was validated with experimental results from both the laboratory experiments and in situ studies. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码：519 / 526
页数：8
相关论文
共 50 条
  • [31] Bolt Profile Geometry Effect on Load-Bearing Characteristics of Fully Grouted Rock Bolts
    Amnieh, H. Bakhshandeh
    Bagheri, M.
    Jalalifar, H.
    [J]. JOURNAL OF MINING SCIENCE, 2023, 59 (02) : 199 - 210
  • [32] Experimental and numerical investigations of stresses in a fully grouted rock bolts
    Rao Karanam U.M.
    Dasyapu S.K.
    [J]. Geotechnical & Geological Engineering, 2005, 23 (3): : 297 - 308
  • [33] STABILITY OF ROCK MASSES REINFORCED BY PASSIVE, FULLY-GROUTED ROCK BOLTS
    SHARMA, KG
    PANDE, GN
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1988, 25 (05) : 273 - 285
  • [34] Parametric study of fully grouted cable bolts subjected to axial loading
    Li, Danqi
    Masoumi, Hossein
    Saydam, Serkan
    Hagan, Paul C.
    Asadizadeh, Mostafa
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2019, 56 (10) : 1514 - 1525
  • [35] A new analytical solution for calculation the displacement and shear stress of fully grouted rock bolts and numerical verifications
    Ghadimi Mostafa
    Shariar Koroush
    Jalalifar Hossein
    [J]. International Journal of Mining Science and Technology, 2016, 26 (06) : 1073 - 1079
  • [36] A new analytical solution for calculation the displacement and shear stress of fully grouted rock bolts and numerical verifications
    Mostafa, Ghadimi
    Koroush, Shariar
    Hossein, Jalalifar
    [J]. INTERNATIONAL JOURNAL OF MINING SCIENCE AND TECHNOLOGY, 2016, 26 (06) : 1073 - 1079
  • [37] The Effects of Installation Procedure on Bond Characteristics of Fully Grouted Rock Bolts
    Ma, Shuqi
    Aziz, Naj
    Nemcik, Jan
    Mirzaghorbanali, Ali
    [J]. GEOTECHNICAL TESTING JOURNAL, 2017, 40 (05): : 846 - 857
  • [38] Explicit reinforcement models for fully-grouted rebar rock bolts
    Bahrani, Navid
    Hadjigeorgiou, John
    [J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2017, 9 (02) : 267 - 280
  • [39] Explicit reinforcement models for fully-grouted rebar rock bolts
    Navid Bahrani
    John Hadjigeorgiou
    [J]. Journal of Rock Mechanics and Geotechnical Engineering, 2017, (02) : 267 - 280
  • [40] Behaviour of full grouted rock bolts subjected to repeated dynamic loading
    Wu, Q.
    Zhao, F.
    Zhou, Z. H.
    Li, Y.
    Zhang, S. P.
    [J]. ROCK DYNAMICS - EXPERIMENTS, THEORIES AND APPLICATIONS, 2018, : 361 - 366
12345