Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects
- Author
- WEISHEN ZHU1 ; SHUCAI LI1 2 ; SHUCHEN LI2 ; WEIZHONG CHEN2 ; LEE, C. F3
[1] Geotechnical and Structural Engineering Research Centre, Shandong University, 73 Jingshi Road, Ji'nan, Shandong 250061, China
[2] Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, China
[3] Hong Kong University, Hong-Kong - Source
Tunnelling and underground space technology. 2003, Vol 18, Num 5, pp 531-536, 6 p ; ref : 8 ref
- CODEN
- TUSTEQ
- ISSN
- 0886-7798
- Scientific domain
- Civil engineering
- Publisher
- Elsevier, Oxford
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Author keyword
- Deformation analysis Excavation sequence Finite element method Plastic zone Rock tunnel
- Keyword (fr)
- Domaine plastique Déformation Excavation Mécanique roche Méthode élément fini Simulation numérique Stabilité Tunnel
- Keyword (en)
- Plastic analysis Deformation Excavating Rock mechanics Finite element method Numerical simulation Stability Tunnels
- Keyword (es)
- Campo plástico Deformación Excavación Mecánica roca Método elemento finito Simulación numérica Estabilidad Túnel
- Classification
- 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
- 16598321
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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DOI
10.1016/S0886-7798(03)00070-1 
https://dx.doi.org/10.1016/S0886-7798(03)00070-1
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