{"id":1791,"date":"2020-09-06T10:54:23","date_gmt":"2020-09-06T13:54:23","guid":{"rendered":"http:\/\/www.labgeo.ufscar.br\/site\/?page_id=1791"},"modified":"2025-09-17T15:29:20","modified_gmt":"2025-09-17T18:29:20","slug":"ensaios-em-geossinteticos","status":"publish","type":"page","link":"https:\/\/www.labgeo.ufscar.br\/site\/ensaios-em-geossinteticos\/","title":{"rendered":"Ensaios em Geossint\u00e9ticos"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; background_color=&#8221;rgba(12,12,12,0.35)&#8221; fullwidth=&#8221;on&#8221; disabled_on=&#8221;on|on|on&#8221; _builder_version=&#8221;3.0.92&#8243; background_image=&#8221;http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2020\/09\/fotoGeossintetico.png&#8221; background_blend=&#8221;overlay&#8221; custom_css_main_element=&#8221;height:20vw;&#8221;][et_pb_fullwidth_header title=&#8221;ENSAIOS EM GEOSSINT\u00c9TICOS&#8221; _builder_version=&#8221;3.0.92&#8243; title_font=&#8221;|700||on|||||&#8221; title_font_size=&#8221;42px&#8221; title_text_color=&#8221;#ffffff&#8221; title_text_shadow_style=&#8221;preset1&#8243;]\u00a0<br \/>\n[\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;3.0.47&#8243;][et_pb_row make_fullwidth=&#8221;on&#8221; custom_width_px=&#8221;1920px&#8221; _builder_version=&#8221;3.0.92&#8243; background_size=&#8221;initial&#8221; background_position=&#8221;top_left&#8221; background_repeat=&#8221;repeat&#8221;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;3.0.47&#8243; parallax=&#8221;off&#8221; parallax_method=&#8221;on&#8221;][et_pb_text _builder_version=&#8221;3.0.92&#8243;]<\/p>\n<h1>ENSAIOS EM GEOSSINT\u00c9TICOS<\/h1>\n<p>O Laborat\u00f3rio de Geotecnia da UFSCar tem uma ampla gama de servi\u00e7os de Ensaios de Geossint\u00e9ticos, necess\u00e1rios nas etapas de projetos de Geotecnia.<br \/>\n[\/et_pb_text][et_pb_image src=&#8221;http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2020\/09\/fotoGeossintetico.png&#8221; show_in_lightbox=&#8221;on&#8221; disabled_on=&#8221;off|off|on&#8221; _builder_version=&#8221;3.0.92&#8243;]\u00a0<br \/>\n[\/et_pb_image][et_pb_text _builder_version=&#8221;3.0.92&#8243;]<\/p>\n<p><strong>Nosso Portf\u00f3lio de Ensaios em Geossint\u00e9ticos inclui:<\/strong><\/p>\n<p><strong>ENSAIOS DE GEOT\u00caXTEIS:<\/strong><br \/>Espessura ASTM D 5199, ABNT NBR ISO 9863-1<br \/>Massa por unidade de \u00e1rea ASTM D 5261, ABNT NBR ISO 9864<br \/>Abertura aparente ASTM D 4751<br \/>Permissividade ASTM D4491<br \/>Transmissividade ASTM D 4716<br \/>Resist\u00eancia a tra\u00e7\u00e3o ASTM D4595, ABNT NBR 10319<br \/>Resist\u00eancia ao rasgo trapezoidal ASTM D4553<br \/>Resist\u00eancia \u00e0 tra\u00e7\u00e3o (\u201cgrab\u201d) ASTM D 4632<br \/>Resist\u00eancia \u00e0 pun\u00e7\u00e3o ASTM D6241, ABNT NBR ISO 12236<br \/>Capacidade de reten\u00e7\u00e3o de asfalto ASTM D6140<\/p>\n<p><strong>ENSAIOS EM GEOMEMBRANAS DE PEAD:<\/strong><br \/>Estabilidade Dimensional ASTM D1204<br \/>Resist\u00eancia \u00e0 Tra\u00e7\u00e3o ASTM D6693<br \/>Resist\u00eancia ao Rasgo ASTM D1004<br \/>Espessura ASTM D5199<br \/>Resist\u00eancia \u00e0 Perfura\u00e7\u00e3o por Pino ASTM D4833<br \/>Altura da aspereza ASTM D7466<br \/>Envelhecimento em Estufa a 85\u00b0C ASTM D5721<br \/>Resist\u00eancia ao Cisalhamento das Emendas ASTM D6392<br \/>Transmiss\u00e3o de Vapor d\u2019\u00e1gua ASTM E96<br \/>\u00cdndice de Oxida\u00e7\u00e3o T\u00e9rmica (OIT) por DSC ASTM D8117<br \/>Densidade ASTM D792<br \/>\u00cdndice de fluidez ASTM D1238<br \/>Teor de negro de fumo ASTM D4218<br \/>Resist\u00eancia ao puncionamento ASTM D4833<br \/>Stress cracking ASTM D5397<br \/>Dispers\u00e3o de negro de fumo ASTM D5596<br \/>Espessura do n\u00facleo de GMs texturizadas ASTM D5994<br \/>Teor de negro de fumo por TGA ASTM D6370<\/p>\n<p><strong>ENSAIOS EM GEOCOMPOSTOS ARGILOSOS (GCLs):<\/strong><br \/>\u00cdndice de Expans\u00e3o ASTM D5890<br \/>Perda de Fluido ASTM D5891<br \/>Massa por unidade de \u00e1rea ASTM D5993, ABNT ISO NBR 9864<br \/>Espessura ASTM D5199, ABNT NBR ISO 9863-1<br \/>Resist\u00eancia \u00e0 Tra\u00e7\u00e3o ASTM D6768<br \/>Resist\u00eancia ao Descolamento ASTM D6496<br \/>Condutividade Hidr\u00e1ulica em \u00c1gua ASTM D5887<br \/>Condutividade Hidr\u00e1ulica em L\u00edquidos Incompat\u00edveis ASTM D6766<\/p>\n<p><strong>ENSAIOS EM GEOMEMBRANAS REFOR\u00c7ADAS (Scrim reinforced GMs):<\/strong><br \/>Espessura ASTM D751, ABNT NBR ISO 9863-1<br \/>Massa por unidade de \u00e1rea ASTM D751, ABNT NBR ISO 9864<br \/>Resist\u00eancia \u00e0 tra\u00e7\u00e3o faixa estreita ASTM D7003<br \/>Resist\u00eancia ao descolamento e cisalhamento de emendas ASTM D7747<br \/>Resist\u00eancia ao rasgo ASTM D5884<br \/>Resist\u00eancia \u00e0 perfura\u00e7\u00e3o por sonda de 50 mm ASTM D6241<br \/>Resist\u00eancia \u00e0 perfura\u00e7\u00e3o por pino ASTM D4833<br \/>Resist\u00eancia ao cisalhamento das emendas ASTM D6392<br \/>Transmiss\u00e3o de vapor d\u2019\u00e1gua ASTM E96<br \/>Estabilidade dimensional ASTM D 5199<\/p>\n<p><strong>ENSAIOS EM MANTAS CIMENT\u00cdCIAS GEOSSINT\u00c9TICAS:<\/strong><br \/>Rela\u00e7\u00e3o \u00e1gua\u2013material ciment\u00edcio ASTM D8329<br \/>Resist\u00eancia \u00e0 flex\u00e3o ASTM D8058<br \/>Espessura ASTM 5199, ABNT NBR ISO 9863-1<br \/>Massa por unidade de \u00e1rea. ASTM D5261, ABNT NBR ISO 9864<\/p>\n<p><strong>ENSAIOS EM GEOCOMPOSTOS DRENANTES:<\/strong><br \/>Resist\u00eancia a compress\u00e3o ASTM D6364<br \/>Resist\u00eancia Ply ASTM D7005<br \/>Resist\u00eancia \u00e0 tra\u00e7\u00e3o de geonets ASTM D7179<br \/>Resist\u00eancia \u00e0 tra\u00e7\u00e3o ABNT NBR ISO 10319<br \/>Flu\u00eancia \u00e0 compress\u00e3o ABNT NBR ISO 25619-1<br \/>Transmissividade ASTM D4716<\/p>\n<p><strong>ENSAIOS EM GEOGRELHAS:<\/strong><br \/>Resist\u00eancia \u00e0 tra\u00e7\u00e3o ASTM D6637, ABNT NBR ISO 10319<br \/>Ruptura por flu\u00eancia ABNT NBR 15226<br \/>Espessura ABNT NBR 15226<br \/>Massa por unidade de \u00e1rea ABNT NBR 15226<br \/>Capacidade de reten\u00e7\u00e3o de asfalto ASTM D6140<br \/>Ponto de amolecimento ABNT NBR 15536-1<br \/>Resist\u00eancia \u00e0 fadiga ASTM D7556-10<\/p>\n<p>&nbsp;<\/p>\n<p>[\/et_pb_text][et_pb_image _builder_version=&#8221;3.0.92&#8243;]\u00a0<br \/>\n[\/et_pb_image][et_pb_button button_url=&#8221;https:\/\/www.canva.com\/design\/DAGyrc9VSB0\/w28bxRfrVJX-etnZKjRAeA\/view?utm_content=DAGyrc9VSB0&#038;utm_campaign=designshare&#038;utm_medium=link2&#038;utm_source=uniquelinks&#038;utlId=h263bf12d99&#8243; url_new_window=&#8221;on&#8221; button_text=&#8221;Download do portf\u00f3lio de servi\u00e7os&#8221; _builder_version=&#8221;3.0.92&#8243; custom_button=&#8221;on&#8221; button_text_color=&#8221;#ffffff&#8221; button_bg_color=&#8221;#ed7e33&#8243; button_border_width=&#8221;0px&#8221;]\u00a0<br \/>\n[\/et_pb_button][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;3.0.47&#8243; parallax=&#8221;off&#8221; parallax_method=&#8221;on&#8221;][et_pb_image src=&#8221;http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2021\/01\/foto_GSY_site2-1.png&#8221; show_in_lightbox=&#8221;on&#8221; disabled_on=&#8221;on|on|off&#8221; _builder_version=&#8221;3.0.92&#8243;]\u00a0<br \/>\n[\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; background_color=&#8221;rgba(12,12,12,0.35)&#8221; fullwidth=&#8221;on&#8221; disabled_on=&#8221;on|on|on&#8221; _builder_version=&#8221;3.0.92&#8243; background_image=&#8221;http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2020\/09\/fotoGeossintetico.png&#8221; background_blend=&#8221;overlay&#8221; custom_css_main_element=&#8221;height:20vw;&#8221;][et_pb_fullwidth_header title=&#8221;ENSAIOS EM GEOSSINT\u00c9TICOS&#8221; _builder_version=&#8221;3.0.92&#8243; title_font=&#8221;|700||on|||||&#8221; title_font_size=&#8221;42px&#8221; title_text_color=&#8221;#ffffff&#8221; title_text_shadow_style=&#8221;preset1&#8243;]\u00a0 [\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;3.0.47&#8243;][et_pb_row make_fullwidth=&#8221;on&#8221; custom_width_px=&#8221;1920px&#8221; _builder_version=&#8221;3.0.92&#8243; background_size=&#8221;initial&#8221; background_position=&#8221;top_left&#8221; background_repeat=&#8221;repeat&#8221;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;3.0.47&#8243; parallax=&#8221;off&#8221; parallax_method=&#8221;on&#8221;][et_pb_text _builder_version=&#8221;3.0.92&#8243;] ENSAIOS EM GEOSSINT\u00c9TICOS O Laborat\u00f3rio de Geotecnia da UFSCar tem uma ampla gama de servi\u00e7os de Ensaios de Geossint\u00e9ticos, necess\u00e1rios nas etapas de projetos [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"page-template-fullwidth.php","meta":{"footnotes":""},"class_list":["post-1791","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/pages\/1791","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/comments?post=1791"}],"version-history":[{"count":20,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/pages\/1791\/revisions"}],"predecessor-version":[{"id":2106,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/pages\/1791\/revisions\/2106"}],"wp:attachment":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media?parent=1791"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}