Thermal degradation of geomembranes after exposure to heat
Autor(a) principal: | |
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Data de Publicação: | 2006 |
Outros Autores: | , , |
Tipo de documento: | Artigo de conferência |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UNESP |
Texto Completo: | http://hdl.handle.net/11449/34090 |
Resumo: | HDPE and PVC geomembranes are sensitive to changes in their properties when in contact with high temperatures. The effects of hot temperature on polymeric geomembranes are assessed by the ASTM D794 and ASTM D5721.This paper brings an analysis of degradation of the Poly Vinyl Chloride (PVC) and High Density Poly Ethylene (HDPE) geomembranes when exposed to conventional and air oven after specific periods.. Mechanical and physical properties were evaluated. OIT tests were also performanced to evaluate the level of oxidation degradation occurred on the HDPE geomembranes. Geomembranes of two thicknesses were tested: 1.0, 2.0 nun (PVC) and 0.8, 2.5 mm, (HDPE). The results obtained show, for example, that after the last period of exposure, the PVC geomembranes (1.0, 2.0 mm) were more rigid and stiffer than fresh samples. The HDPE geomembranes, on the other hand, when exposed to heat presented increases in deformation. OIT tests showed efficient to detect some level of degradation on the HDPE geomembranes. |
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Repositório Institucional da UNESP |
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Thermal degradation of geomembranes after exposure to heatgeomembraneslaboratory teststhermal degradationOIT testsHDPE and PVC geomembranes are sensitive to changes in their properties when in contact with high temperatures. The effects of hot temperature on polymeric geomembranes are assessed by the ASTM D794 and ASTM D5721.This paper brings an analysis of degradation of the Poly Vinyl Chloride (PVC) and High Density Poly Ethylene (HDPE) geomembranes when exposed to conventional and air oven after specific periods.. Mechanical and physical properties were evaluated. OIT tests were also performanced to evaluate the level of oxidation degradation occurred on the HDPE geomembranes. Geomembranes of two thicknesses were tested: 1.0, 2.0 nun (PVC) and 0.8, 2.5 mm, (HDPE). The results obtained show, for example, that after the last period of exposure, the PVC geomembranes (1.0, 2.0 mm) were more rigid and stiffer than fresh samples. The HDPE geomembranes, on the other hand, when exposed to heat presented increases in deformation. OIT tests showed efficient to detect some level of degradation on the HDPE geomembranes.UNESP, São Paulo, BrazilUNESP, São Paulo, BrazilMillpress Science PublishersUniversidade Estadual Paulista (Unesp)Lodi, P. C.Bueno, B. S.Kuwano, J.Koseki, J.2014-05-20T15:23:16Z2014-05-20T15:23:16Z2006-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject391-394Geosynthetics, Vols 1-4. Rotterdam: Millpress Science Publishers, p. 391-394, 2006.http://hdl.handle.net/11449/34090WOS:00024240090005611208446044459620000-0001-8857-1710Web of Sciencereponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengGeosynthetics, Vols 1-4info:eu-repo/semantics/openAccess2024-06-28T12:56:53Zoai:repositorio.unesp.br:11449/34090Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T22:36:11.223083Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false |
dc.title.none.fl_str_mv |
Thermal degradation of geomembranes after exposure to heat |
title |
Thermal degradation of geomembranes after exposure to heat |
spellingShingle |
Thermal degradation of geomembranes after exposure to heat Lodi, P. C. geomembranes laboratory tests thermal degradation OIT tests |
title_short |
Thermal degradation of geomembranes after exposure to heat |
title_full |
Thermal degradation of geomembranes after exposure to heat |
title_fullStr |
Thermal degradation of geomembranes after exposure to heat |
title_full_unstemmed |
Thermal degradation of geomembranes after exposure to heat |
title_sort |
Thermal degradation of geomembranes after exposure to heat |
author |
Lodi, P. C. |
author_facet |
Lodi, P. C. Bueno, B. S. Kuwano, J. Koseki, J. |
author_role |
author |
author2 |
Bueno, B. S. Kuwano, J. Koseki, J. |
author2_role |
author author author |
dc.contributor.none.fl_str_mv |
Universidade Estadual Paulista (Unesp) |
dc.contributor.author.fl_str_mv |
Lodi, P. C. Bueno, B. S. Kuwano, J. Koseki, J. |
dc.subject.por.fl_str_mv |
geomembranes laboratory tests thermal degradation OIT tests |
topic |
geomembranes laboratory tests thermal degradation OIT tests |
description |
HDPE and PVC geomembranes are sensitive to changes in their properties when in contact with high temperatures. The effects of hot temperature on polymeric geomembranes are assessed by the ASTM D794 and ASTM D5721.This paper brings an analysis of degradation of the Poly Vinyl Chloride (PVC) and High Density Poly Ethylene (HDPE) geomembranes when exposed to conventional and air oven after specific periods.. Mechanical and physical properties were evaluated. OIT tests were also performanced to evaluate the level of oxidation degradation occurred on the HDPE geomembranes. Geomembranes of two thicknesses were tested: 1.0, 2.0 nun (PVC) and 0.8, 2.5 mm, (HDPE). The results obtained show, for example, that after the last period of exposure, the PVC geomembranes (1.0, 2.0 mm) were more rigid and stiffer than fresh samples. The HDPE geomembranes, on the other hand, when exposed to heat presented increases in deformation. OIT tests showed efficient to detect some level of degradation on the HDPE geomembranes. |
publishDate |
2006 |
dc.date.none.fl_str_mv |
2006-01-01 2014-05-20T15:23:16Z 2014-05-20T15:23:16Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/conferenceObject |
format |
conferenceObject |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
Geosynthetics, Vols 1-4. Rotterdam: Millpress Science Publishers, p. 391-394, 2006. http://hdl.handle.net/11449/34090 WOS:000242400900056 1120844604445962 0000-0001-8857-1710 |
identifier_str_mv |
Geosynthetics, Vols 1-4. Rotterdam: Millpress Science Publishers, p. 391-394, 2006. WOS:000242400900056 1120844604445962 0000-0001-8857-1710 |
url |
http://hdl.handle.net/11449/34090 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
Geosynthetics, Vols 1-4 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
391-394 |
dc.publisher.none.fl_str_mv |
Millpress Science Publishers |
publisher.none.fl_str_mv |
Millpress Science Publishers |
dc.source.none.fl_str_mv |
Web of Science reponame:Repositório Institucional da UNESP instname:Universidade Estadual Paulista (UNESP) instacron:UNESP |
instname_str |
Universidade Estadual Paulista (UNESP) |
instacron_str |
UNESP |
institution |
UNESP |
reponame_str |
Repositório Institucional da UNESP |
collection |
Repositório Institucional da UNESP |
repository.name.fl_str_mv |
Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP) |
repository.mail.fl_str_mv |
|
_version_ |
1808129441954529280 |