{"id":938,"date":"2018-04-14T23:58:02","date_gmt":"2018-04-15T02:58:02","guid":{"rendered":"http:\/\/www.labgeo.ufscar.br\/site\/?p=938"},"modified":"2018-07-18T16:12:48","modified_gmt":"2018-07-18T19:12:48","slug":"resistencia-a-tracao-por-compressao-diametral","status":"publish","type":"post","link":"https:\/\/www.labgeo.ufscar.br\/site\/resistencia-a-tracao-por-compressao-diametral\/","title":{"rendered":"Resist\u00eancia \u00e0 tra\u00e7\u00e3o por Compress\u00e3o Diametral"},"content":{"rendered":"<p>O LabGEO\/UFSCar realiza ensaios de resist\u00eancia \u00e0 tra\u00e7\u00e3o por compress\u00e3o diametral segundo a DNER-ME 181\/94 &#8211; Solos estabilizados com cinza volante e cal hidratada. O ensaio determina a resist\u00eancia \u00e0 tra\u00e7\u00e3o indireta do solo ou do solo-estabilizante (cal, cimento, cinzas volantes), medida no ensaio atrav\u00e9s de corpos-de-prova submetidos \u00e0 compress\u00e3o diametral.<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-939\" src=\"http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/IMG_20180302_151250003-225x300.jpg\" alt=\"\" width=\"225\" height=\"300\" srcset=\"https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/IMG_20180302_151250003-225x300.jpg 225w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/IMG_20180302_151250003-768x1024.jpg 768w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/IMG_20180302_151250003-1080x1440.jpg 1080w\" sizes=\"auto, (max-width: 225px) 100vw, 225px\" \/><\/p>\n","protected":false},"excerpt":{"rendered":"<p>O LabGEO\/UFSCar realiza ensaios de resist\u00eancia \u00e0 tra\u00e7\u00e3o por compress\u00e3o diametral segundo a DNER-ME 181\/94 &#8211; Solos estabilizados com cinza volante e cal hidratada. O ensaio determina a resist\u00eancia \u00e0 tra\u00e7\u00e3o indireta do solo ou do solo-estabilizante (cal, cimento, cinzas volantes), medida no ensaio atrav\u00e9s de corpos-de-prova submetidos \u00e0 compress\u00e3o diametral.<\/p>\n","protected":false},"author":1,"featured_media":939,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[3],"tags":[],"class_list":["post-938","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\/938","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=938"}],"version-history":[{"count":2,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/938\/revisions"}],"predecessor-version":[{"id":1440,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/938\/revisions\/1440"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media\/939"}],"wp:attachment":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media?parent=938"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/categories?post=938"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/tags?post=938"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}