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Geotextile deformation analysis of geosynthetic clay liners with fem
dc.contributor.author | Ozhan, Hakki O. |
dc.date.accessioned | 2017-10-30T13:14:26Z |
dc.date.available | 2017-10-30T13:14:26Z |
dc.date.issued | 2015-10-19 |
dc.identifier.isbn | 978-94-944-244-8-9 |
dc.identifier.uri | http://hdl.handle.net/2117/109393 |
dc.description.abstract | 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. |
dc.format.extent | 10 p. |
dc.language.iso | eng |
dc.publisher | CIMNE |
dc.subject | Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits |
dc.subject.lcsh | Finite element method |
dc.subject.lcsh | Air-supported structures |
dc.subject.other | Geosynthetic clay liner |
dc.subject.other | Geotextile deformation |
dc.subject.other | Internal erosion |
dc.subject.other | Finite element method |
dc.subject.other | Hydraulic head |
dc.title | Geotextile deformation analysis of geosynthetic clay liners with fem |
dc.type | Conference lecture |
dc.subject.lemac | Estructures pneumàtiques |
dc.rights.access | Open Access |
local.citation.contributor | Structural Membranes 2015 |
local.citation.pubplace | Barcelona |
local.citation.publicationName | Textiles composites and inflatable structures VII : proceedings of the VII International Conference on Textile Composites and Inflatable Structures, Barcelona, Spain. 19-21 October, 2015 |
local.citation.startingPage | 524 |
local.citation.endingPage | 533 |