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A new doubly enriched finite element for modelling grouted bolt crossed by rock joint

Author
DEB, Debasis1 ; DAS, Kamal C2
[1] Department of Mining Engineering, Indian Institute of Technology Kharagpur, Kharagpur, India
[2] IBM Research - India. ISID Campus, Vasant Kunj, New Delhi - 110070, India
Source

International journal of rock mechanics and mining sciences (1997). 2014, Vol 70, pp 47-58, 12 p ; ref : 30 ref

ISSN
1365-1609
Scientific domain
Civil engineering; Geology; Geophysics
Publisher
Elsevier, Oxford
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
Constitutive law Dowel action Enriched/extended finite elements Grouted bolt Rock joint
Keyword (fr)
Boulonnage rocher Diaclase Discrétisation Enrichissement Equation constitutive Essai cisaillement Goujon (composant mécanique) Injection consolidation Modélisation Méthode élément fini Renforcement Roche fracturée Tunnel
Keyword (en)
Rock bolting Joints Discretization Enrichment Constitutive equation Shear test Stud Grouting Modeling Finite element method Reinforcement Jointed rock Tunnels
Keyword (es)
Empernado roca Diaclasa Discretización Enriquecimiento Ecuación constitutiva Ensayo cortante Clavija Inyección consolidación Modelización Método elemento finito Reforzamiento Roca diaclasada Túnel
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14C Structural analysis. Stresses / 001D14C03 Computation methods. Tables. Charts

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F04 Stabilization. Consolidation

Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14N Tunnels, galleries

Discipline
Building. Public works. Transport. Civil engineering
Origin
Inist-CNRS
Database
PASCAL
INIST identifier
28744642

Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS

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