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LOAD DISTRIBUTION ALONG FULLY GROUTED BOLTS, WITH EMPHASIS ON CABLE BOLT REINFORCEMENT - MaRDI portal

LOAD DISTRIBUTION ALONG FULLY GROUTED BOLTS, WITH EMPHASIS ON CABLE BOLT REINFORCEMENT

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Publication:4357917

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DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199607)20:7<517::AID-NAG833>3.0.CO;2-L" /><517::AID-NAG833>3.0.CO;2-L 10.1002/(SICI)1096-9853(199607)20:7<517::AID-NAG833>3.0.CO;2-LzbMath0892.73045OpenAlexW2013280373MaRDI QIDQ4357917

W. F. Bawden, M. R. Moosavi, A. J. Hyett

Publication date: 28 September 1997

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199607)20:7<517::aid-nag833>3.0.co;2-l

zbMATH Keywords

nonlinear model parametric study differential equation cement-grouted seven-wire strand cable bolt

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (1)

A theoretical method of mechanical analysis for a circular tunnel reinforced by fully grouted rock bolts

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