Discrete-element method investigation of the resilient behavior of granular materials
- Author
- ZEGHAL, Morched1
[1] National Research Council of Canada, Institute for Research in Construction, Building M-20, Ottawa ON, K1A 0R6, Canada - Source
Journal of transportation engineering. 2004, Vol 130, Num 4, pp 503-509, 7 p ; ref : 28 ref
- CODEN
- JTPEDI
- ISSN
- 0733-947X
- Scientific domain
- Civil engineering; Transportation
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- Aggregates Discrete elements Granular materials Resilience Simulation
- Keyword (fr)
- Charge répétée Charge triaxiale Chaussée Granulat Matériau granulaire Méthode élément discret Préparation échantillon Résilience Résultat Simulation numérique Sol fondation
- Keyword (en)
- Repeated charge Triaxial load Pavement Aggregate(materials) Granular material Discrete element method Sample preparation Resilience Result Numerical simulation Subgrade
- Keyword (es)
- Carga repetida Carga triaxial Calzada Agregado Material granular Método elemento discreto Preparación muestreo Resiliencia Resultado Simulación numérica Suelo fundación
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14G Materials / 001D14G01 Cement concrete constituents / 001D14G01B Aggregates and other concrete constituents / 001D14G01B1 General
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14O Transportation infrastructure / 001D14O03 Road construction. Pavements. Maintenance / 001D14O03B Earthworks. Foundations. Roadbases
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 15893442
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
10.1061/(ASCE)0733-947X(2004)130:4(503) 
https://dx.doi.org/10.1061/(ASCE)0733-947X(2004)130:4(503)
"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:39:\"10.1061\/(ASCE)0733-947X(2004)130:4(503)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:9:\"\u0000*\u0000jtitle\";s:37:\"Journal of transportation engineering\";s:9:\"\u0000*\u0000stitle\";s:14:\"J. transp. eng\";s:7:\"\u0000*\u0000date\";s:4:\"2004\";s:9:\"\u0000*\u0000volume\";s:3:\"130\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"503\";s:8:\"\u0000*\u0000epage\";s:3:\"509\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-947X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:6:\"ZEGHAL\";s:10:\"\u0000*\u0000aufirst\";s:7:\"Morched\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JTPEDI\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"7\";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:39:\"10.1061\/(ASCE)0733-947X(2004)130:4(503)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:9:\"\u0000*\u0000jtitle\";s:37:\"Journal of transportation engineering\";s:9:\"\u0000*\u0000stitle\";s:14:\"J. transp. eng\";s:7:\"\u0000*\u0000date\";s:4:\"2004\";s:9:\"\u0000*\u0000volume\";s:3:\"130\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"503\";s:8:\"\u0000*\u0000epage\";s:3:\"509\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-947X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:6:\"ZEGHAL\";s:10:\"\u0000*\u0000aufirst\";s:7:\"Morched\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JTPEDI\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"7\";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:39:\"10.1061\/(ASCE)0733-947X(2004)130:4(503)\";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:39:\"10.1061\/(ASCE)0733-947X(2004)130:4(503)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:9:\"\u0000*\u0000jtitle\";s:37:\"Journal of transportation engineering\";s:9:\"\u0000*\u0000stitle\";s:14:\"J. transp. eng\";s:7:\"\u0000*\u0000date\";s:4:\"2004\";s:9:\"\u0000*\u0000volume\";s:3:\"130\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"503\";s:8:\"\u0000*\u0000epage\";s:3:\"509\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-947X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:6:\"ZEGHAL\";s:10:\"\u0000*\u0000aufirst\";s:7:\"Morched\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JTPEDI\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"7\";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:39:\"10.1061\/(ASCE)0733-947X(2004)130:4(503)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:9:\"\u0000*\u0000jtitle\";s:37:\"Journal of transportation engineering\";s:9:\"\u0000*\u0000stitle\";s:14:\"J. transp. eng\";s:7:\"\u0000*\u0000date\";s:4:\"2004\";s:9:\"\u0000*\u0000volume\";s:3:\"130\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"503\";s:8:\"\u0000*\u0000epage\";s:3:\"509\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-947X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:6:\"ZEGHAL\";s:10:\"\u0000*\u0000aufirst\";s:7:\"Morched\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JTPEDI\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"7\";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:39:\"10.1061\/(ASCE)0733-947X(2004)130:4(503)\";s:6:\"\u0000*\u0000pii\";s:0:\"\";s:7:\"\u0000*\u0000pmid\";s:0:\"\";s:9:\"\u0000*\u0000atitle\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:9:\"\u0000*\u0000jtitle\";s:37:\"Journal of transportation engineering\";s:9:\"\u0000*\u0000stitle\";s:14:\"J. transp. eng\";s:7:\"\u0000*\u0000date\";s:4:\"2004\";s:9:\"\u0000*\u0000volume\";s:3:\"130\";s:8:\"\u0000*\u0000issue\";s:1:\"4\";s:8:\"\u0000*\u0000spage\";s:3:\"503\";s:8:\"\u0000*\u0000epage\";s:3:\"509\";s:8:\"\u0000*\u0000pages\";s:0:\"\";s:7:\"\u0000*\u0000issn\";s:9:\"0733-947X\";s:8:\"\u0000*\u0000eissn\";s:0:\"\";s:9:\"\u0000*\u0000aulast\";s:6:\"ZEGHAL\";s:10:\"\u0000*\u0000aufirst\";s:7:\"Morched\";s:9:\"\u0000*\u0000auinit\";s:0:\"\";s:10:\"\u0000*\u0000auinitm\";s:0:\"\";s:5:\"\u0000*\u0000au\";a:0:{}s:9:\"\u0000*\u0000aucorp\";s:0:\"\";s:7:\"\u0000*\u0000isbn\";s:0:\"\";s:8:\"\u0000*\u0000coden\";s:6:\"JTPEDI\";s:8:\"\u0000*\u0000genre\";s:7:\"article\";s:7:\"\u0000*\u0000part\";s:0:\"\";s:9:\"\u0000*\u0000btitle\";s:0:\"\";s:8:\"\u0000*\u0000title\";s:85:\"Discrete-element method investigation of the resilient behavior of granular materials\";s:8:\"\u0000*\u0000place\";s:10:\"Reston, VA\";s:6:\"\u0000*\u0000pub\";s:35:\"American Society of Civil Engineers\";s:10:\"\u0000*\u0000edition\";s:0:\"\";s:9:\"\u0000*\u0000tpages\";s:1:\"7\";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
