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A simple procedure for ground response curve of circular tunnel in elastic-strain softening rock masses

Author
PARK, Kyung-Ho1 ; TONTAVANICH, Bituporn2 ; LEE, Joo-Gong3
[1] School of Engineering and Technology, Asian Institute of Technology, P. 0. Box 4, Klong Luang, Pathumthani, 12120, Thailand
[2] GEOCONSULT Asia Singapore Pte Ltd., 100 Beach Road, #17-08/09 Shaw Tower, Singapore 189702, Singapore
[3] DODAM E&C Co., Ltd., 3F. 799, Anyang-Megavalley, Gwanyang-Dong, Dongan-Gu, Anyang, Gyeonggi-Do, Korea, Republic of
Source

Tunnelling and underground space technology. 2008, Vol 23, Num 2, pp 151-159, 9 p ; ref : 1/4 p

CODEN
TUSTEQ
ISSN
0886-7798
Scientific domain
Civil engineering
Publisher
Elsevier, Oxford
Publication country
United Kingdom
Document type
Article
Language
English
Author keyword
Dilatancy Elastic-strain softening rock Ground response curves Hoek-Brown yield criterion Tunnels
Keyword (fr)
Application Dilatance Déformation plastique Excavation Massif rocheux Mécanique roche Méthode calcul Percement tunnel
Keyword (en)
Application Dilatancy Plastic deformation Excavating Rock mass Rock mechanics Computing method Tunnel driving
Keyword (es)
Aplicación Dilatancia Deformación plástica Excavación Macizo rocoso Mecánica roca Método cálculo Perforación tunel
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 / 001D14F02 Soil mechanics. Rocks mechanics

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
20047204

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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