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Theoretical model of shield behavior during excavation. II: Application

Author
SRAMOOR, Aphichat1 ; SUGIMOTO, Mitsutaka1 ; KAYUKAWA, Kouji2
[1] Dept. of Civil and Environmental Engineering, Nagaoka Univ. of Technology, 1603-1 Kamitomioka, Nagaoka, Niigata 940-2188, Japan
[2] Technical Research Institute, Hazama Co., Ltd., 515-1 Karima, Tsukuba, Ibaragi 305-0822, Japan
Source

Journal of geotechnical and geoenvironmental engineering. 2002, Vol 128, Num 2, pp 156-165 ; ref : 18 ref

ISSN
1090-0241
Scientific domain
Environment; Civil engineering
Publisher
American Society of Civil Engineers, New York, NY
Publication country
United States
Document type
Article
Language
English
Keyword (fr)
Application Bouclier Essai en place Etude comparative Excavation Implémentation Mesure déplacement Mesure force Modèle théorique Percement tunnel Poussée terre Simulation numérique Sol sableux
Keyword (en)
Application Shield In situ test Comparative study Excavating Implementation Displacement measurement Force measurement Theoretical model Tunnel driving Earth pressure Numerical simulation Sandy soil
Keyword (es)
Aplicación Escudo Ensayo en sitio Estudio comparativo Excavación Ejecución Medición desplazamiento Medición esfuerzo Modelo teórico Perforación tunel Empuje tierras Simulación numérica Suelo arenoso
Classification
Pascal
001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F07 Miscellaneous

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
13542635

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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