{"id":927,"date":"2016-04-21T01:39:51","date_gmt":"2016-04-21T01:39:51","guid":{"rendered":"https:\/\/civil.utm.my\/ethesis\/?page_id=927"},"modified":"2016-04-21T01:39:51","modified_gmt":"2016-04-21T01:39:51","slug":"2002-2","status":"publish","type":"page","link":"https:\/\/civil.utm.my\/ethesis\/phd\/geotechnics\/2002-2\/","title":{"rendered":"2002"},"content":{"rendered":"<p><span style=\"color: #999999; font-size: 8pt;\"><em>Updated : 21\/04\/2016<\/em><\/span><\/p>\n<ol>\n<li>Uplift Behaviour For Enlarged Base Pier And Helical Anchor In Sand : Pratikso<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Updated : 21\/04\/2016 Uplift Behaviour For Enlarged Base Pier And Helical Anchor In Sand : Pratikso<\/p>\n","protected":false},"author":243,"featured_media":0,"parent":24,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-927","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/927","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/users\/243"}],"replies":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/comments?post=927"}],"version-history":[{"count":0,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/927\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/pages\/24"}],"wp:attachment":[{"href":"https:\/\/civil.utm.my\/ethesis\/wp-json\/wp\/v2\/media?parent=927"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}