{"id":887,"date":"2018-04-14T23:29:29","date_gmt":"2018-04-15T02:29:29","guid":{"rendered":"http:\/\/www.labgeo.ufscar.br\/site\/?p=887"},"modified":"2018-07-18T16:56:09","modified_gmt":"2018-07-18T19:56:09","slug":"limites-de-consistencia","status":"publish","type":"post","link":"https:\/\/www.labgeo.ufscar.br\/site\/limites-de-consistencia\/","title":{"rendered":"Limites de Atterberg"},"content":{"rendered":"<p>[et_pb_section bb_built=&#8221;1&#8243;][et_pb_row][et_pb_column type=&#8221;4_4&#8243;][et_pb_text _builder_version=&#8221;3.0.92&#8243; background_layout=&#8221;light&#8221;]<\/p>\n<p>O LabGEO\/UFSCar realiza a determina\u00e7\u00e3o dos limites de consist\u00eancia ou limites de Atterberg dos solos finos:<\/p>\n<p>\u2022 Limite de liquidez &#8211; LL &#8211; (NBR 7180, ASTM D4318 ou DNER 122)<\/p>\n<p>\u2022 Limite de plasticidade &#8211; LP &#8211; (NBR 7180 ou DNER ME 082)<\/p>\n<div class=\"gallery\" style=\"text-align: left;\"><\/div>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row][et_pb_column type=&#8221;1_3&#8243;][et_pb_image _builder_version=&#8221;3.0.92&#8243; src=&#8221;http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/03565.jpg&#8221; show_in_lightbox=&#8221;on&#8221; url_new_window=&#8221;off&#8221; use_overlay=&#8221;off&#8221; always_center_on_mobile=&#8221;on&#8221; force_fullwidth=&#8221;off&#8221; show_bottom_space=&#8221;on&#8221; \/][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243;][et_pb_image _builder_version=&#8221;3.0.92&#8243; src=&#8221;http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/WA00025.jpg&#8221; show_in_lightbox=&#8221;on&#8221; url_new_window=&#8221;off&#8221; use_overlay=&#8221;off&#8221; always_center_on_mobile=&#8221;on&#8221; force_fullwidth=&#8221;off&#8221; show_bottom_space=&#8221;on&#8221; \/][\/et_pb_column][et_pb_column type=&#8221;1_3&#8243;][et_pb_image _builder_version=&#8221;3.0.92&#8243; src=&#8221;http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/03562.jpg&#8221; show_in_lightbox=&#8221;on&#8221; url_new_window=&#8221;off&#8221; use_overlay=&#8221;off&#8221; always_center_on_mobile=&#8221;on&#8221; force_fullwidth=&#8221;off&#8221; show_bottom_space=&#8221;on&#8221; \/][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>[et_pb_section bb_built=&#8221;1&#8243;][et_pb_row][et_pb_column type=&#8221;4_4&#8243;][et_pb_text _builder_version=&#8221;3.0.92&#8243; background_layout=&#8221;light&#8221;] O LabGEO\/UFSCar realiza a determina\u00e7\u00e3o dos limites de consist\u00eancia ou limites de Atterberg dos solos finos: \u2022 Limite de liquidez &#8211; LL &#8211; (NBR 7180, ASTM D4318 ou DNER 122) \u2022 Limite de plasticidade &#8211; LP &#8211; (NBR 7180 ou DNER ME 082) [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row][et_pb_column type=&#8221;1_3&#8243;][et_pb_image _builder_version=&#8221;3.0.92&#8243; src=&#8221;http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/03565.jpg&#8221; show_in_lightbox=&#8221;on&#8221; url_new_window=&#8221;off&#8221; use_overlay=&#8221;off&#8221; [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":890,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[3],"tags":[],"class_list":["post-887","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-solos","et-has-post-format-content","et_post_format-et-post-format-standard"],"_links":{"self":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/887","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/types\/post"}],"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=887"}],"version-history":[{"count":6,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/887\/revisions"}],"predecessor-version":[{"id":1461,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/887\/revisions\/1461"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media\/890"}],"wp:attachment":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media?parent=887"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/categories?post=887"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/tags?post=887"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}