The influence of the in situ state of sands on the load-deflection behaviour of driven piles
- Author
- COOP, M. R1 ; KLOTZ, E. U2 ; CLINTON, L3
[1] Department of Civil and Environmental Engineering, Imperial College, London, United Kingdom
[2] Ed. Züblin AG, Germany
[3] Formerly Imperial College, London, United Kingdom - Source
Geotechnique. 2005, Vol 55, Num 10, pp 721-730, 10 p ; Illustration , Table ; ref : 21 ref
- CODEN
- GTNQA8
- ISSN
- 0016-8505
- Scientific domain
- Civil engineering; Geology; Geophysics
- Publisher
- Telford, London
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Author keyword
- calcareous soils centrifuge modelling piles sands
- Keyword (fr)
- Accélération Chargement Compaction Comportement Compression Contrainte Corrélation Densité Essai charge In situ Instrumentation Modèle Pieu battu Rigidité Sable Sol calcaire Surconsolidation Sol
- Keyword (en)
- acceleration loading compaction behavior compression stress correlation density load tests in situ instruments models driven piles rigidity sand Calcareous soils soils
- Keyword (es)
- Cargamento Compactación Compresión Coacción Correlación Densidad Ensayo carga Instrumentación Modelo Pilote contención Rigidez Arena Suelo calcáreo Suelo
- 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
- 17383031
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
10.1680/geot.2005.55.10.721 
https://dx.doi.org/10.1680/geot.2005.55.10.721
"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:27:\"10.1680\/geot.2005.55.10.721\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"55\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"721\";s:8:\"\u0000*\u0000epage\";s:3:\"730\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0016-8505\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"COOP\";s:10:\"\u0000*\u0000aufirst\";s:4:\"M. R\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"KLOTZ, E. U\";i:1;s:10:\"CLINTON, L\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"GTNQA8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:8:\"\u0000*\u0000place\";s:6:\"London\";s:6:\"\u0000*\u0000pub\";s:7:\"Telford\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"10\";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:27:\"10.1680\/geot.2005.55.10.721\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"55\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"721\";s:8:\"\u0000*\u0000epage\";s:3:\"730\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0016-8505\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"COOP\";s:10:\"\u0000*\u0000aufirst\";s:4:\"M. R\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"KLOTZ, E. U\";i:1;s:10:\"CLINTON, L\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"GTNQA8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:8:\"\u0000*\u0000place\";s:6:\"London\";s:6:\"\u0000*\u0000pub\";s:7:\"Telford\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"10\";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:27:\"10.1680\/geot.2005.55.10.721\";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:27:\"10.1680\/geot.2005.55.10.721\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"55\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"721\";s:8:\"\u0000*\u0000epage\";s:3:\"730\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0016-8505\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"COOP\";s:10:\"\u0000*\u0000aufirst\";s:4:\"M. R\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"KLOTZ, E. U\";i:1;s:10:\"CLINTON, L\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"GTNQA8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:8:\"\u0000*\u0000place\";s:6:\"London\";s:6:\"\u0000*\u0000pub\";s:7:\"Telford\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"10\";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:27:\"10.1680\/geot.2005.55.10.721\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"55\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"721\";s:8:\"\u0000*\u0000epage\";s:3:\"730\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0016-8505\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"COOP\";s:10:\"\u0000*\u0000aufirst\";s:4:\"M. R\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"KLOTZ, E. U\";i:1;s:10:\"CLINTON, L\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"GTNQA8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:8:\"\u0000*\u0000place\";s:6:\"London\";s:6:\"\u0000*\u0000pub\";s:7:\"Telford\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"10\";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:27:\"10.1680\/geot.2005.55.10.721\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2005\";s:9:\"\u0000*\u0000volume\";s:2:\"55\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"721\";s:8:\"\u0000*\u0000epage\";s:3:\"730\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0016-8505\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:4:\"COOP\";s:10:\"\u0000*\u0000aufirst\";s:4:\"M. R\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:2:{i:0;s:11:\"KLOTZ, E. U\";i:1;s:10:\"CLINTON, L\";}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"GTNQA8\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:92:\"The influence of the in situ state of sands on the load-deflection behaviour of driven piles\";s:8:\"\u0000*\u0000place\";s:6:\"London\";s:6:\"\u0000*\u0000pub\";s:7:\"Telford\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:2:\"10\";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
