{"id":265,"date":"2012-10-10T08:52:01","date_gmt":"2012-10-10T00:52:01","guid":{"rendered":"http:\/\/comp.utm.my\/azman2\/?page_id=265"},"modified":"2020-12-30T11:08:39","modified_gmt":"2020-12-30T03:08:39","slug":"research-areasinterest","status":"publish","type":"page","link":"https:\/\/people.utm.my\/rasnida\/research-areasinterest\/","title":{"rendered":"Research Areas\/Interest"},"content":{"rendered":"<ol>\n<li>Tunneling<\/li>\n<li>Rock slope stability<\/li>\n<li>Numerical modelling<\/li>\n<li>Rock mass characterization<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Tunneling Rock slope stability Numerical modelling Rock mass characterization<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"open","template":"sidebar-page.php","meta":{"_et_pb_use_builder":"","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-265","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/265","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/comments?post=265"}],"version-history":[{"count":1,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/265\/revisions"}],"predecessor-version":[{"id":10470,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/265\/revisions\/10470"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/media?parent=265"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}