Geotextile deformation analysis of geosynthetic clay liners with fem

Autor:	Ozhan, Hakki O.
Jazyk:	angličtina
Rok vydání:	2015
Předmět:	Finite element method Geotextile deformation Estructures pneumàtiques Geosynthetic clay liner Internal erosion Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits [Àrees temàtiques de la UPC] Air-supported structures Hydraulic head
Zdroj:	UPCommons. Portal del coneixement obert de la UPC Universitat Politècnica de Catalunya (UPC)
Popis:	This paper provides information on placing geosynthetic clay liner (GCL) as a lining material over coarse-grained soils in cover systems or irrigation ponds. The effects of the hydraulic head acting over the GCL and the void size of the subgrade material on deformation behavior of the GCL were analyzed by using finite element method (FEM) and a relation between the deformations and failure of the GCL was established by comparing the results with those obtained from an experimental study. Based upon these results, recommendations for the use of GCL as a barrier over coarse materials are given.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::00309ae849384e750d942452941f9de5 http://hdl.handle.net/2117/109393 Zobrazit plný text záznamu