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Explicit reinforcement models for fully-grouted rebar rock bolts

  • Published:2017-04 Issue:2 Volume:9 Page:267-280
  • ISSN:1674-7755
  • Container-title:Journal of Rock Mechanics and Geotechnical Engineering
  • language:en
  • Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Bahrani Navid,Hadjigeorgiou John

Funder

Natural Science and Engineering Council of Canada

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference24 articles.

1. Experimental and numerical study of double shearing of bolt under confinement;Aziz,2007

2. Rock mass reinforcement by passive rebars;Azuar,1979

3. Performance of fully encapsulated rebar bolts and D-Bolts under combined pull-and-shear loading;Chen;Tunnelling and Underground Space Technology,2015

4. Influence of loading condition and rock strength to the performance of rock bolts;Chen;Geotechnical Testing Journal,2015

5. Experimental and three-dimensional numerical studies of the anchorage performance of rock bolts;Chen,2015

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1. State-of-the-art on the anchorage performance of rock bolts subjected to shear load;International Journal of Coal Science & Technology;2024-02-05

2. An Overview of Soil Improvement through Ground Grouting;Journal of Geoscience and Environment Protection;2024

3. Shear creep characteristics and creep constitutive model of bolted rock joints;Engineering Geology;2023-12

4. Failure characterization of fully grouted rock bolts under triaxial testing;Journal of Rock Mechanics and Geotechnical Engineering;2023-11

5. Interaction Principle of Rock-Bolt Structure and Rib Control in Large Deformation Roadways;Archives of Mining Sciences;2023-07-24
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