Chapter
Apr 26, 2012
Design of Bolt Anchored Reinforced Shotcrete Linings Subjected to Impact Loadings
Publication: Shotcrete for Underground Support X
Abstract
Shelters and some drifts in mines should be designed for rock burst induced by detonations. Absorption of released momentum is studied experimentally for both steel fibre and mesh reinforced shotcrete as well as rock bolts anchoring the shotcrete. Even if the shotcrete exhibits a bonding failure primarily, it cannot absorb a significant momentum because the failure mechanism is local. A rock bolt can absorb the momentum if it plasticizes over a reasonable length. A bolt design is demonstrated which gives the bolt such properties.
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Copyright
© 2006 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Bolts
- Concrete
- Construction engineering
- Construction methods
- Continuum mechanics
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering materials (by type)
- Engineering mechanics
- Failure analysis
- Fastening
- Geology
- Geotechnical engineering
- Impact loads
- Linings
- Material failures
- Materials characterization
- Materials engineering
- Protective structures
- Rocks
- Shotcrete
- Solid mechanics
- Structural dynamics
- Structural engineering
- Structures (by type)
Authors
Affiliations
Professor, Division of Concrete Structures, Royal Institute of Technology (KTH), SE-100 44 Stockholm, Sweden;. E-mail: [email protected]
Associate Professor, Division of Concrete Structures, Royal Institute of Technology (KTH), SE-100 44 Stockholm, Sweden;. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.