{"id":914,"date":"2018-04-14T23:44:10","date_gmt":"2018-04-15T02:44:10","guid":{"rendered":"http:\/\/www.labgeo.ufscar.br\/site\/?p=914"},"modified":"2018-08-21T16:00:48","modified_gmt":"2018-08-21T19:00:48","slug":"indice-de-suporte-california-cbr","status":"publish","type":"post","link":"https:\/\/www.labgeo.ufscar.br\/site\/indice-de-suporte-california-cbr\/","title":{"rendered":"\u00cdndice Suporte Calif\u00f3rnia (CBR)"},"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 da capacidade de suporte de um solo compactado medida atrav\u00e9s do m\u00e9todo do \u201c\u00cdndice de Suporte Calif\u00f3rnia &#8211; ISC\u201d ou &#8220;California Bearing Ratio &#8211; CBR&#8221;. Este ensaio pode ser conduzido de acordo com as normas ASTM D1883, NBR 9895 e DNER-ME 049\/94.<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"size-medium wp-image-1406 aligncenter\" src=\"http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/foto-CBR-min-225x300.jpg\" alt=\"\" width=\"225\" height=\"300\" srcset=\"https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/foto-CBR-min-225x300.jpg 225w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/foto-CBR-min-768x1024.jpg 768w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/foto-CBR-min-1080x1440.jpg 1080w\" sizes=\"auto, (max-width: 225px) 100vw, 225px\" \/>\u00a0 \u00a0<img loading=\"lazy\" decoding=\"async\" class=\"size-medium wp-image-1405 aligncenter\" src=\"http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/20180614_105038-min-300x225.jpg\" alt=\"\" width=\"300\" height=\"225\" srcset=\"https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/20180614_105038-min-300x225.jpg 300w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/20180614_105038-min-768x576.jpg 768w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/20180614_105038-min-1024x768.jpg 1024w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/20180614_105038-min-1080x810.jpg 1080w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row][et_pb_column type=&#8221;1_2&#8243;][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243;][\/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 da capacidade de suporte de um solo compactado medida atrav\u00e9s do m\u00e9todo do \u201c\u00cdndice de Suporte Calif\u00f3rnia &#8211; ISC\u201d ou &#8220;California Bearing Ratio &#8211; CBR&#8221;. Este ensaio pode ser conduzido de acordo com as normas ASTM D1883, NBR 9895 e DNER-ME 049\/94. \u00a0 \u00a0 [\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row][et_pb_column [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":1406,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[3],"tags":[],"class_list":["post-914","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\/914","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=914"}],"version-history":[{"count":7,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/914\/revisions"}],"predecessor-version":[{"id":1572,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/914\/revisions\/1572"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media\/1406"}],"wp:attachment":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media?parent=914"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/categories?post=914"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/tags?post=914"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}