Bolt-Grout Interactions in Elastoplastic Rock Mass Using Coupled FEM-FDM Techniques
Keyword(s):
Numerical procedure based on finite element method (FEM) and finite difference method (FDM) for the analysis of bolt-grout interactions are introduced in this paper. The finite element procedure incorporates elasto-plastic concepts with Hoek and Brown yield criterion and has been applied for rock mass. Bolt-grout interactions are evaluated based on finite difference method and are embedded in the elasto-plastic procedures of FEM. The experimental validation of the proposed FEM-FDM procedures and numerical examples of a bolted tunnel are provided to demonstrate the efficacy of the proposed method for practical applications.
1973 ◽
Vol 1973
(220)
◽
pp. 39-52
Keyword(s):
Keyword(s):
2003 ◽
Vol 459
(2038)
◽
pp. 2399-2430
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1992 ◽
2016 ◽
Vol 72
(9)
◽
pp. 2259-2279
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