Laboratory stress on the shear behaviour of filled discontinuities
- Other title
- Essais en laboratoire du comportement au cisaillement de discontinuités remplies de matière (fr)
- Author
- BERTACCHI, P; ZANINETTI, A; BARLA, G; FORLATI, F
Italian electr. board, Milan, Italy - Conference title
- International symposium on engineering in complex rock formations
- Conference name
- International symposium on engineering in complex rock formations (1986-11-03)
- Source
International symposium on engineering in complex rock formations. 1988, pp 262-270, 9 p ; Illustration , Table ; ref : 9 ref
- Publisher
- Pergamon; Beijing : Sci. press, Oxford
- Publication country
- China / United Kingdom
- Document type
- Conference Paper
- Language
- English
- Keyword (fr)
- Diaclase Essai cisaillement Essai laboratoire Instrumentation Mécanique roche Propriété mécanique
- Keyword (en)
- Joints Shear tests Shear test Laboratory studies Laboratory test Instruments Rock mechanics Mechanical properties
- Keyword (es)
- Diaclasa Ensayo cortante Ensayo laboratorio Instrumentación Mecánica roca Propiedad mecánica
- Classification
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology
- Discipline
- Earth sciences
- Origin
- BRGM
- Database
- PASCAL
- INIST identifier
- 19259448
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
Install on your browser
"O:13:\"PanistOpenUrl\":36:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000idc\";N;s:6:\"\u0000*\u0000fmt\";s:10:\"proceeding\";s:6:\"\u0000*\u0000doi\";s:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:9:\"\u0000*\u0000jtitle\";s:0:\"\";s:9:\"\u0000*\u0000stitle\";s:0:\"\";s:7:\"\u0000*\u0000date\";s:4:\"1988\";s:9:\"\u0000*\u0000volume\";s:0:\"\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"262\";s:8:\"\u0000*\u0000epage\";s:3:\"270\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:0:\"\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"BERTACCHI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:12:\"ZANINETTI, A\";i:1;s:8:\"BARLA, G\";i:2;s:10:\"FORLATI, F\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:10:\"proceeding\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:65:\"International symposium on engineering in complex rock formations\";s:8:\"\u0000*\u0000title\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:30:\"Pergamon; Beijing : Sci. press\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"9\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Panist access
"O:12:\"IstexOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:10:\"proceeding\";s:6:\"\u0000*\u0000doi\";s:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:9:\"\u0000*\u0000jtitle\";s:0:\"\";s:9:\"\u0000*\u0000stitle\";s:0:\"\";s:7:\"\u0000*\u0000date\";s:4:\"1988\";s:9:\"\u0000*\u0000volume\";s:0:\"\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"262\";s:8:\"\u0000*\u0000epage\";s:3:\"270\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:0:\"\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"BERTACCHI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:12:\"ZANINETTI, A\";i:1;s:8:\"BARLA, G\";i:2;s:10:\"FORLATI, F\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:10:\"proceeding\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:65:\"International symposium on engineering in complex rock formations\";s:8:\"\u0000*\u0000title\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:30:\"Pergamon; Beijing : Sci. press\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"9\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Istex access
"O:16:\"EuropePMCOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:10:\"proceeding\";s:6:\"\u0000*\u0000doi\";s:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:9:\"\u0000*\u0000jtitle\";s:0:\"\";s:9:\"\u0000*\u0000stitle\";s:0:\"\";s:7:\"\u0000*\u0000date\";s:4:\"1988\";s:9:\"\u0000*\u0000volume\";s:0:\"\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"262\";s:8:\"\u0000*\u0000epage\";s:3:\"270\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:0:\"\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"BERTACCHI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:12:\"ZANINETTI, A\";i:1;s:8:\"BARLA, G\";i:2;s:10:\"FORLATI, F\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:10:\"proceeding\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:65:\"International symposium on engineering in complex rock formations\";s:8:\"\u0000*\u0000title\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:30:\"Pergamon; Beijing : Sci. press\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"9\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Europe PubMed Central access
"O:11:\"BaseOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:10:\"proceeding\";s:6:\"\u0000*\u0000doi\";s:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:9:\"\u0000*\u0000jtitle\";s:0:\"\";s:9:\"\u0000*\u0000stitle\";s:0:\"\";s:7:\"\u0000*\u0000date\";s:4:\"1988\";s:9:\"\u0000*\u0000volume\";s:0:\"\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"262\";s:8:\"\u0000*\u0000epage\";s:3:\"270\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:0:\"\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"BERTACCHI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:12:\"ZANINETTI, A\";i:1;s:8:\"BARLA, G\";i:2;s:10:\"FORLATI, F\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:10:\"proceeding\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:65:\"International symposium on engineering in complex rock formations\";s:8:\"\u0000*\u0000title\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:30:\"Pergamon; Beijing : Sci. press\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"9\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
Base Search access
"O:12:\"ArXivOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:10:\"proceeding\";s:6:\"\u0000*\u0000doi\";s:0:\"\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:9:\"\u0000*\u0000jtitle\";s:0:\"\";s:9:\"\u0000*\u0000stitle\";s:0:\"\";s:7:\"\u0000*\u0000date\";s:4:\"1988\";s:9:\"\u0000*\u0000volume\";s:0:\"\";s:8:\"\u0000*\u0000issue\";s:0:\"\";s:8:\"\u0000*\u0000spage\";s:3:\"262\";s:8:\"\u0000*\u0000epage\";s:3:\"270\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:0:\"\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:9:\"BERTACCHI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"P\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:3:{i:0;s:12:\"ZANINETTI, A\";i:1;s:8:\"BARLA, G\";i:2;s:10:\"FORLATI, F\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:0:\"\";s:8:\"\u0000*\u0000genre\";s:10:\"proceeding\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:65:\"International symposium on engineering in complex rock formations\";s:8:\"\u0000*\u0000title\";s:66:\"Laboratory stress on the shear behaviour of filled discontinuities\";s:8:\"\u0000*\u0000place\";s:6:\"Oxford\";s:6:\"\u0000*\u0000pub\";s:30:\"Pergamon; Beijing : Sci. press\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"9\";s:9:\"\u0000*\u0000series\";s:0:\"\";s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";b:1;}"
arXiv access
