{"id":1425,"date":"2026-06-25T11:27:23","date_gmt":"2026-06-25T10:27:23","guid":{"rendered":"https:\/\/apaet.pt\/?post_type=revista&p=1425"},"modified":"2026-06-25T11:29:17","modified_gmt":"2026-06-25T10:29:17","slug":"numerical-and-experimental-model-of-the-foundation-failure-of-concrete-dams-due-to-static-and-dynamic-actions","status":"publish","type":"revista","link":"https:\/\/apaet.pt\/en\/revista\/no30-2018\/numerical-and-experimental-model-of-the-foundation-failure-of-concrete-dams-due-to-static-and-dynamic-actions\/","title":{"rendered":"Numerical and experimental model of the foundation failure of concrete dams due to static and dynamic actions"},"content":{"rendered":"","protected":false},"featured_media":0,"parent":1006,"menu_order":312,"template":"","meta":{"_acf_changed":false},"tags":[54,66,428,430,429,431],"class_list":["post-1425","revista","type-revista","status-publish","hentry","tag-artigo","tag-concrete-dams","tag-experimental-models","tag-foundation-rupture","tag-numerical-models"],"acf":[],"_links":{"self":[{"href":"https:\/\/apaet.pt\/en\/wp-json\/wp\/v2\/revista\/1425","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/apaet.pt\/en\/wp-json\/wp\/v2\/revista"}],"about":[{"href":"https:\/\/apaet.pt\/en\/wp-json\/wp\/v2\/types\/revista"}],"up":[{"embeddable":true,"href":"https:\/\/apaet.pt\/en\/wp-json\/wp\/v2\/revista\/1006"}],"wp:attachment":[{"href":"https:\/\/apaet.pt\/en\/wp-json\/wp\/v2\/media?parent=1425"}],"wp:term":[{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/apaet.pt\/en\/wp-json\/wp\/v2\/tags?post=1425"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}