Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements
- Author
- VEISKARAMI, M1 ; ZANJ, A2
[1] University of Guilan, Rasht, Iran; also Shiraz University, Shiraz, Iran, Islamic Republic of
[2] University of Guilan, Rasht, Iran, Islamic Republic of - Source
Geotechnique. 2014, Vol 64, Num 10, pp 759-775, 17 p ; ref : 1 p.1/4
- 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
- earth pressure failure finite-element modelling groundwater numerical modelling sheet piles and cofferdams
- Keyword (fr)
- Aquifère Champ contrainte Champ écoulement Condition aux limites Contrainte Eau souterraine Ecoulement Glissement Géométrie Instabilité Interpolation Modèle numérique Modèle Méthode élément fini Pieu Pression terrain Rupture Sol Stabilité Suintement
- Keyword (en)
- aquifers stress fields flow field boundary conditions stress ground water flow slip geometry instability interpolation numerical models models finite element analysis piles earth pressure rupture soils stability seepage
- Keyword (es)
- Campo tensión Condiciones límites Coacción Agua subterránea Geometría Modelo Estaca Presión terreno Ruptura Suelo Estabilidad Exudación
- 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
- 28966108
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.14.P.020 
https://dx.doi.org/10.1680/geot.14.P.020
"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:21:\"10.1680\/geot.14.P.020\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"64\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"759\";s:8:\"\u0000*\u0000epage\";s:3:\"775\";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:10:\"VEISKARAMI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"M\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:7:\"ZANJ, A\";}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:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";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:\"17\";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:21:\"10.1680\/geot.14.P.020\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"64\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"759\";s:8:\"\u0000*\u0000epage\";s:3:\"775\";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:10:\"VEISKARAMI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"M\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:7:\"ZANJ, A\";}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:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";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:\"17\";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:21:\"10.1680\/geot.14.P.020\";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:21:\"10.1680\/geot.14.P.020\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"64\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"759\";s:8:\"\u0000*\u0000epage\";s:3:\"775\";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:10:\"VEISKARAMI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"M\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:7:\"ZANJ, A\";}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:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";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:\"17\";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:21:\"10.1680\/geot.14.P.020\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"64\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"759\";s:8:\"\u0000*\u0000epage\";s:3:\"775\";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:10:\"VEISKARAMI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"M\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:7:\"ZANJ, A\";}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:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";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:\"17\";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:21:\"10.1680\/geot.14.P.020\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";s:9:\"\u0000*\u0000jtitle\";s:12:\"Geotechnique\";s:9:\"\u0000*\u0000stitle\";s:12:\"Geotechnique\";s:7:\"\u0000*\u0000date\";s:4:\"2014\";s:9:\"\u0000*\u0000volume\";s:2:\"64\";s:8:\"\u0000*\u0000issue\";s:2:\"10\";s:8:\"\u0000*\u0000spage\";s:3:\"759\";s:8:\"\u0000*\u0000epage\";s:3:\"775\";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:10:\"VEISKARAMI\";s:10:\"\u0000*\u0000aufirst\";s:1:\"M\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:1:{i:0;s:7:\"ZANJ, A\";}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:89:\"Stability of sheet-pile walls subjected to seepage flow by slip lines and finite elements\";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:\"17\";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
