{"id":10139,"date":"2023-05-30T10:40:23","date_gmt":"2023-05-30T09:40:23","guid":{"rendered":"https:\/\/spgeotecnia.pt\/proceedings\/variation-of-the-void-ratio-in-the-compaction-of-granular-layers-of-road-sidewalks\/"},"modified":"2023-12-18T14:40:57","modified_gmt":"2023-12-18T14:40:57","slug":"variation-of-the-void-ratio-in-the-compaction-of-granular-layers-of-road-sidewalks","status":"publish","type":"proceedings","link":"https:\/\/spgeotecnia.pt\/en\/proceedings\/variation-of-the-void-ratio-in-the-compaction-of-granular-layers-of-road-sidewalks\/","title":{"rendered":"VARIATION OF THE VOID RATIO IN THE COMPACTION OF GRANULAR LAYERS OF ROAD SIDEWALKS"},"content":{"rendered":"\n<p class=\"wp-block-paragraph\">Jo\u00e3o Carvalho, Fernando Castelo Branco, M\u00e1rio Quinta Ferreira, Nuno Gouveia<\/p>\n","protected":false},"author":1,"template":"","proceedings-congressos":[201,193],"class_list":["post-10139","proceedings","type-proceedings","status-publish","hentry","proceedings-congressos-transportation","proceedings-congressos-xiv-cng-en"],"_links":{"self":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/proceedings\/10139","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/proceedings"}],"about":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/types\/proceedings"}],"author":[{"embeddable":true,"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/users\/1"}],"wp:attachment":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/media?parent=10139"}],"wp:term":[{"taxonomy":"proceedings-congressos","embeddable":true,"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/proceedings-congressos?post=10139"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}