Observation of time-dependent local deformation of crystalline rocks using a confocal laser scanning microscope
- Author
- JUNG HAE CHOI1 ; FAISAL ANWAR, A. H. M1 ; ICHIKAWA, Yasuaki1
[1] Department of Environmental Engineering and Architecture, Graduate School of Environmental Studies, Nagoya University, Chikusa-ku, Nagoya 464-8601, Japan - Source
International journal of rock mechanics and mining sciences (1997). 2008, Vol 45, Num 3, pp 431-441, 11 p ; ref : 16 ref
- ISSN
- 1365-1609
- Scientific domain
- Civil engineering; Geology; Geophysics
- Publisher
- Elsevier Science, Oxford
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Keyword (fr)
- Construction souterraine Dispositif expérimental Dépendance du temps Etude expérimentale Granite Grès Microscope balayage Mécanique roche Relation contrainte déformation
- Keyword (en)
- Underground construction Experimental device Time dependence Experimental study Granite Sandstone Scanning microscope Rock mechanics Stress strain relation
- Keyword (es)
- Construcción subterránea Dispositivo experimental Dependencia del tiempo Estudio experimental Granito Gres Microscopio barrido Mecánica roca Relación tensión deformación
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F02 Soil mechanics. Rocks mechanics
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 20200156
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/j.ijrmms.2007.07.004 
https://dx.doi.org/10.1016/j.ijrmms.2007.07.004
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