Bolt-Grout Interactions in Elastoplastic Rock Mass Using Coupled FEM-FDM Techniques
Joint Authors
Source
Issue
Vol. 2010, Issue 2010 (31 Dec. 2010), pp.1-13, 13 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2010-09-02
Country of Publication
Egypt
No. of Pages
13
Main Subjects
Abstract EN
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.
American Psychological Association (APA)
Deb, Debasis& Das, Kamal C.. 2010. Bolt-Grout Interactions in Elastoplastic Rock Mass Using Coupled FEM-FDM Techniques. Advances in Civil Engineering،Vol. 2010, no. 2010, pp.1-13.
https://search.emarefa.net/detail/BIM-449740
Modern Language Association (MLA)
Deb, Debasis& Das, Kamal C.. Bolt-Grout Interactions in Elastoplastic Rock Mass Using Coupled FEM-FDM Techniques. Advances in Civil Engineering No. 2010 (2010), pp.1-13.
https://search.emarefa.net/detail/BIM-449740
American Medical Association (AMA)
Deb, Debasis& Das, Kamal C.. Bolt-Grout Interactions in Elastoplastic Rock Mass Using Coupled FEM-FDM Techniques. Advances in Civil Engineering. 2010. Vol. 2010, no. 2010, pp.1-13.
https://search.emarefa.net/detail/BIM-449740
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-449740
