{"id":10218,"date":"2023-05-29T13:56:39","date_gmt":"2023-05-29T12:56:39","guid":{"rendered":"https:\/\/spgeotecnia.pt\/proceedings\/compressive-load-capacity-of-helical-steel-piles-in-an-unsaturated-tropical-soil\/"},"modified":"2023-12-18T15:51:53","modified_gmt":"2023-12-18T15:51:53","slug":"compressive-load-capacity-of-helical-steel-piles-in-an-unsaturated-tropical-soil","status":"publish","type":"proceedings","link":"https:\/\/spgeotecnia.pt\/en\/proceedings\/compressive-load-capacity-of-helical-steel-piles-in-an-unsaturated-tropical-soil\/","title":{"rendered":"COMPRESSIVE LOAD CAPACITY OF HELICAL STEEL PILES IN AN UNSATURATED TROPICAL SOIL"},"content":{"rendered":"\n<p class=\"wp-block-paragraph\">G. D. Louro Carlos, L. M. Ferreira Gomes, C.H. Cavalcanti Tsuha<\/p>\n","protected":false},"author":1,"template":"","proceedings-congressos":[193,204],"class_list":["post-10218","proceedings","type-proceedings","status-publish","hentry","proceedings-congressos-xiv-cng-en","proceedings-congressos-young-geotechnicians"],"_links":{"self":[{"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/proceedings\/10218","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=10218"}],"wp:term":[{"taxonomy":"proceedings-congressos","embeddable":true,"href":"https:\/\/spgeotecnia.pt\/en\/wp-json\/wp\/v2\/proceedings-congressos?post=10218"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}