On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay
- Author
- LARSSON, Rolf1 ; AHNBERG, Helen1
[1] Swedish Geotechnical Institute, 581 93 Linköping, Sweden - Source
Canadian geotechnical journal. = Revue canadienne de géotechnique. 2005, Vol 42, Num 4, pp 1221-1231, 11 p ; ref : 27 ref
- CODEN
- CGJOAH
- ISSN
- 0008-3674
- Scientific domain
- Civil engineering; Geology; Geophysics
- Publisher
- National Research Council of Canada, Ottawa, ON
- Publication country
- Canada
- Document type
- Article
- Language
- English
- Author keyword
- argile essai au dilatomètre essai de pénétration au cône essai in situ au seissomètre résistance au cisaillement non-drainé surconsolidation
- Keyword (fr)
- Argile molle Cisaillement Consolidation Courant Cône Dilatomètre Excavation In situ Interprétation Pression Pénétration Résistance cisaillement Stabilité Crète Europe Europe Sud Grèce
- Keyword (en)
- soft clays shear consolidation currents cones dilatometers excavations in situ interpretation pressure penetration shear strength stability Crete Europe Southern Europe Greece
- Keyword (es)
- Arcilla friable Cizalladura Consolidación Excavación Interpretación Presión Resistencia cizallamiento Estabilidad Cresta Europa Europa Sur Grecia
- 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
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 17230544
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
Access to the document
Install on your browser
DOI
10.1139/t05-031 
https://dx.doi.org/10.1139/t05-031
"O:13:\"PanistOpenUrl\":36:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000idc\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:15:\"10.1139\/t05-031\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:9:\"\u0000*\u0000jtitle\";s:29:\"Canadian geotechnical journal\";s:9:\"\u0000*\u0000stitle\";s:15:\"Can. geotech. j\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"42\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:4:\"1221\";s:8:\"\u0000*\u0000epage\";s:4:\"1231\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0008-3674\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"LARSSON\";s:10:\"\u0000*\u0000aufirst\";s:4:\"Rolf\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"AHNBERG, Helen\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"CGJOAH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:8:\"\u0000*\u0000place\";s:10:\"Ottawa, ON\";s:6:\"\u0000*\u0000pub\";s:35:\"National Research Council of Canada\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";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:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:15:\"10.1139\/t05-031\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:9:\"\u0000*\u0000jtitle\";s:29:\"Canadian geotechnical journal\";s:9:\"\u0000*\u0000stitle\";s:15:\"Can. geotech. j\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"42\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:4:\"1221\";s:8:\"\u0000*\u0000epage\";s:4:\"1231\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0008-3674\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"LARSSON\";s:10:\"\u0000*\u0000aufirst\";s:4:\"Rolf\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"AHNBERG, Helen\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"CGJOAH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:8:\"\u0000*\u0000place\";s:10:\"Ottawa, ON\";s:6:\"\u0000*\u0000pub\";s:35:\"National Research Council of Canada\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";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:\"UnpaywallOpenUrl\":35:{s:8:\"\u0000*\u0000email\";s:27:\"assistance-portail@inist.fr\";s:6:\"\u0000*\u0000fmt\";N;s:6:\"\u0000*\u0000doi\";s:15:\"10.1139\/t05-031\";s:6:\"\u0000*\u0000pii\";N;s:7:\"\u0000*\u0000pmid\";N;s:9:\"\u0000*\u0000atitle\";N;s:9:\"\u0000*\u0000jtitle\";N;s:9:\"\u0000*\u0000stitle\";N;s:7:\"\u0000*\u0000date\";N;s:9:\"\u0000*\u0000volume\";N;s:8:\"\u0000*\u0000issue\";N;s:8:\"\u0000*\u0000spage\";N;s:8:\"\u0000*\u0000epage\";N;s:8:\"\u0000*\u0000pages\";N;s:7:\"\u0000*\u0000issn\";N;s:8:\"\u0000*\u0000eissn\";N;s:9:\"\u0000*\u0000aulast\";N;s:10:\"\u0000*\u0000aufirst\";N;s:9:\"\u0000*\u0000auinit\";N;s:10:\"\u0000*\u0000auinitm\";N;s:5:\"\u0000*\u0000au\";N;s:9:\"\u0000*\u0000aucorp\";N;s:7:\"\u0000*\u0000isbn\";N;s:8:\"\u0000*\u0000coden\";N;s:8:\"\u0000*\u0000genre\";N;s:7:\"\u0000*\u0000part\";N;s:9:\"\u0000*\u0000btitle\";N;s:8:\"\u0000*\u0000title\";N;s:8:\"\u0000*\u0000place\";N;s:6:\"\u0000*\u0000pub\";N;s:10:\"\u0000*\u0000edition\";N;s:9:\"\u0000*\u0000tpages\";N;s:9:\"\u0000*\u0000series\";N;s:8:\"\u0000*\u0000proxy\";s:30:\"http:\/\/proxyout.inist.fr:8080\/\";s:12:\"\u0000*\u0000integrite\";N;}"
Unpaywall access
"O:16:\"EuropePMCOpenUrl\":35:{s:10:\"\u0000*\u0000openUrl\";N;s:6:\"\u0000*\u0000fmt\";s:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:15:\"10.1139\/t05-031\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:9:\"\u0000*\u0000jtitle\";s:29:\"Canadian geotechnical journal\";s:9:\"\u0000*\u0000stitle\";s:15:\"Can. geotech. j\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"42\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:4:\"1221\";s:8:\"\u0000*\u0000epage\";s:4:\"1231\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0008-3674\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"LARSSON\";s:10:\"\u0000*\u0000aufirst\";s:4:\"Rolf\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"AHNBERG, Helen\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"CGJOAH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:8:\"\u0000*\u0000place\";s:10:\"Ottawa, ON\";s:6:\"\u0000*\u0000pub\";s:35:\"National Research Council of Canada\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";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:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:15:\"10.1139\/t05-031\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:9:\"\u0000*\u0000jtitle\";s:29:\"Canadian geotechnical journal\";s:9:\"\u0000*\u0000stitle\";s:15:\"Can. geotech. j\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"42\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:4:\"1221\";s:8:\"\u0000*\u0000epage\";s:4:\"1231\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0008-3674\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"LARSSON\";s:10:\"\u0000*\u0000aufirst\";s:4:\"Rolf\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"AHNBERG, Helen\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"CGJOAH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:8:\"\u0000*\u0000place\";s:10:\"Ottawa, ON\";s:6:\"\u0000*\u0000pub\";s:35:\"National Research Council of Canada\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";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:7:\"journal\";s:6:\"\u0000*\u0000doi\";s:15:\"10.1139\/t05-031\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:9:\"\u0000*\u0000jtitle\";s:29:\"Canadian geotechnical journal\";s:9:\"\u0000*\u0000stitle\";s:15:\"Can. geotech. j\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"42\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:4:\"1221\";s:8:\"\u0000*\u0000epage\";s:4:\"1231\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0008-3674\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:7:\"LARSSON\";s:10:\"\u0000*\u0000aufirst\";s:4:\"Rolf\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:14:\"AHNBERG, Helen\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"CGJOAH\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:107:\"On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay\";s:8:\"\u0000*\u0000place\";s:10:\"Ottawa, ON\";s:6:\"\u0000*\u0000pub\";s:35:\"National Research Council of Canada\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"11\";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
