{"id":3066,"date":"2021-09-01T16:57:32","date_gmt":"2021-09-01T08:57:32","guid":{"rendered":"https:\/\/people.utm.my\/nzurairahetty\/?page_id=3066"},"modified":"2021-09-05T01:57:34","modified_gmt":"2021-09-04T17:57:34","slug":"grantt-scientific-member","status":"publish","type":"page","link":"https:\/\/people.utm.my\/nzurairahetty\/grantt-scientific-member\/","title":{"rendered":"Scientific Member"},"content":{"rendered":"\n<div class=\"wp-block-kadence-rowlayout alignnone\"><div id=\"kt-layout-id_7dc627-46\" class=\"kt-row-layout-inner kt-layout-id_7dc627-46\"><div class=\"kt-row-column-wrap kt-has-1-columns kt-gutter-default kt-v-gutter-default kt-row-valign-top kt-row-layout-equal kt-tab-layout-inherit kt-m-colapse-left-to-right kt-mobile-layout-row\">\n<div class=\"wp-block-kadence-column inner-column-1 kadence-column_c05dde-b4\"><div class=\"kt-inside-inner-col\">\n<h2 class=\"has-text-align-center wp-block-heading\"><strong>SCIENTIFIC MEMBER<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>\n\n\n\n<div class=\"wp-block-kadence-tabs alignnone\"><div class=\"kt-tabs-wrap kt-tabs-id_f9a55d-56 kt-tabs-has-3-tabs kt-active-tab-1 kt-tabs-layout-tabs kt-tabs-tablet-layout-tabs kt-tabs-mobile-layout-accordion kt-tab-alignment-center kt-create-accordion\" style=\"max-width:none\"><ul class=\"kt-tabs-title-list\"><li id=\"tab-strongutmstrong\" class=\"kt-title-item kt-title-item-1 kt-tabs-svg-show-always kt-tabs-icon-side-right kt-tab-title-active\"><a href=\"#tab-strongutmstrong\" data-tab=\"1\" class=\"kt-tab-title kt-tab-title-1 \"><span class=\"kt-title-text\"><strong>UTM<\/strong><\/span><\/a><\/li><li id=\"tab-strongnationalstrong\" class=\"kt-title-item kt-title-item-2 kt-tabs-svg-show-always kt-tabs-icon-side-right kt-tab-title-inactive\"><a href=\"#tab-strongnationalstrong\" data-tab=\"2\" class=\"kt-tab-title kt-tab-title-2 \"><span class=\"kt-title-text\"><strong>NATIONAL<\/strong><\/span><\/a><\/li><li id=\"tab-stronginternationalstrong\" class=\"kt-title-item kt-title-item-3 kt-tabs-svg-show-always kt-tabs-icon-side-right kt-tab-title-inactive\"><a href=\"#tab-stronginternationalstrong\" data-tab=\"3\" class=\"kt-tab-title kt-tab-title-3 \"><span class=\"kt-title-text\"><strong>INTERNATIONAL<\/strong><\/span><\/a><\/li><\/ul><div class=\"kt-tabs-content-wrap\">\n<div class=\"wp-block-kadence-tab kt-tab-inner-content kt-inner-tab-1 kt-inner-tab_4dddd6-ab\"><div class=\"kt-tab-inner-content-inner\">\n<table id=\"tablepress-15\" class=\"tablepress tablepress-id-15 tablepress-responsive\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">BIL<\/th><th class=\"column-2\">NAME OF GRANT<\/th><th class=\"column-3\">ROLE<\/th><th class=\"column-4\">CATEGORY OF GRANT(UTM\/OTHERS)<\/th><th class=\"column-5\">TYPE OF GRANT<\/th><th class=\"column-6\">AMOUNT (RM)<\/th><th class=\"column-7\">STARTING DATE<\/th><th class=\"column-8\">ENDING DATE<\/th><th class=\"column-9\">VOTE NO<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">1<\/td><td class=\"column-2\">Alternative Of Ground Improvement Solution On Marine Clay With Polyurethane Grout<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">UTMER<\/td><td class=\"column-6\">30000<\/td><td class=\"column-7\">2019-11-01 00:00:00<\/td><td class=\"column-8\">2022-04-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2651.18J00<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">2<\/td><td class=\"column-2\">Jack Forces Mechanisms In Soft Ground Tunnel Lining<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">UTMER<\/td><td class=\"column-6\">30000<\/td><td class=\"column-7\">2019-11-01 00:00:00<\/td><td class=\"column-8\">2022-04-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2651.17J59<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">3<\/td><td class=\"column-2\">Characterisation Of Marine Clay Stabilized By Modified Polyurethane Under Static And Dynamic Loading With Microstructural Verification<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">UTMFR<\/td><td class=\"column-6\">60000<\/td><td class=\"column-7\">2020-01-01 00:00:00<\/td><td class=\"column-8\">2022-06-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2551.21H42<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">4<\/td><td class=\"column-2\">Stochastic Slope Modelling Under Antecedent Rainfall Effect<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">UTMFR<\/td><td class=\"column-6\">60000<\/td><td class=\"column-7\">2020-01-01 00:00:00<\/td><td class=\"column-8\">2022-06-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2510.20H95<\/td>\n<\/tr>\n<tr class=\"row-6\">\n\t<td class=\"column-1\">5<\/td><td class=\"column-2\">3-Dimensional Characterization Of Slope Failure Mechanism Due To Climate Change<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">UTMFR<\/td><td class=\"column-6\">70000<\/td><td class=\"column-7\">2020-01-01 00:00:00<\/td><td class=\"column-8\">2022-06-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2516.20H90<\/td>\n<\/tr>\n<tr class=\"row-7\">\n\t<td class=\"column-1\">6<\/td><td class=\"column-2\">Characterization Of The Physical And Microstructural Properties Of Bio-Mediated Loose Sand<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">FRGS<\/td><td class=\"column-6\">124400<\/td><td class=\"column-7\">2019-09-01 00:00:00<\/td><td class=\"column-8\">2022-11-30 00:00:00<\/td><td class=\"column-9\">R.J130000.7851.5F256<\/td>\n<\/tr>\n<tr class=\"row-8\">\n\t<td class=\"column-1\">7<\/td><td class=\"column-2\">Bio-Mediated Soil Improvement In The Mitigation Of Liquefiable Sandy Soil<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">HIR<\/td><td class=\"column-6\">75000<\/td><td class=\"column-7\">2018-04-01 00:00:00<\/td><td class=\"column-8\">2021-09-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2451.04G57<\/td>\n<\/tr>\n<tr class=\"row-9\">\n\t<td class=\"column-1\">8<\/td><td class=\"column-2\">Soil-Lime Stabilisation For Low Volume Road<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">48750<\/td><td class=\"column-7\">2018-02-01 00:00:00<\/td><td class=\"column-8\">2020-01-31 00:00:00<\/td><td class=\"column-9\">-<\/td>\n<\/tr>\n<tr class=\"row-10\">\n\t<td class=\"column-1\">9<\/td><td class=\"column-2\">Consolidation Behavior Of Soft Ground Treated With A Group Of Bottom Ash Columns<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">50000<\/td><td class=\"column-7\">2018-02-01 00:00:00<\/td><td class=\"column-8\">2020-01-31 00:00:00<\/td><td class=\"column-9\">Q.J130000.2522.19H75<\/td>\n<\/tr>\n<tr class=\"row-11\">\n\t<td class=\"column-1\">10<\/td><td class=\"column-2\">Quarry Blast Model For Rock Fragmentation<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">49500<\/td><td class=\"column-7\">2018-02-01 00:00:00<\/td><td class=\"column-8\">2020-01-31 00:00:00<\/td><td class=\"column-9\">Q.J130000.2522.19H81<\/td>\n<\/tr>\n<tr class=\"row-12\">\n\t<td class=\"column-1\">11<\/td><td class=\"column-2\">Accident Predictive Model For Malaysia Rural Road<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">40000<\/td><td class=\"column-7\">2017-07-01 00:00:00<\/td><td class=\"column-8\">2019-06-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2522.17H71<\/td>\n<\/tr>\n<tr class=\"row-13\">\n\t<td class=\"column-1\">12<\/td><td class=\"column-2\">Assessment On Reduced Thickness Of Tunnel Lining To Ensure Tunnel Stability In Soft Ground<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 2)<\/td><td class=\"column-6\">20000<\/td><td class=\"column-7\">2017-07-01 00:00:00<\/td><td class=\"column-8\">2018-09-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2622.14J16<\/td>\n<\/tr>\n<tr class=\"row-14\">\n\t<td class=\"column-1\">13<\/td><td class=\"column-2\">Geotechnical Aspects Of Staggered Tunnel Lining With Segmental Joint Parameters To Improve The Prediction On Soil Surface Settlement<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">PAS<\/td><td class=\"column-6\">20000<\/td><td class=\"column-7\">2017-06-01 00:00:00<\/td><td class=\"column-8\">2018-05-31 00:00:00<\/td><td class=\"column-9\">Q.J130000.2722.02K91<\/td>\n<\/tr>\n<tr class=\"row-15\">\n\t<td class=\"column-1\">14<\/td><td class=\"column-2\">Effect Of Particle Size And Grading Characteristic Of Sand On Liquefaction Resistance Of Sand Matrix Soils<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">FRGS<\/td><td class=\"column-6\">138000<\/td><td class=\"column-7\">2016-08-01 00:00:00<\/td><td class=\"column-8\">2018-07-31 00:00:00<\/td><td class=\"column-9\">R.J130000.7822.4F849<\/td>\n<\/tr>\n<tr class=\"row-16\">\n\t<td class=\"column-1\">15<\/td><td class=\"column-2\">Fundamental Study On Bearing Capacity Of Geothermal Energy Piles In Tropical Soils<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">40000<\/td><td class=\"column-7\">2016-10-01 00:00:00<\/td><td class=\"column-8\">2018-09-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2522.16H04<\/td>\n<\/tr>\n<tr class=\"row-17\">\n\t<td class=\"column-1\">16<\/td><td class=\"column-2\">Assessment Of Soil Fabric And Partial Saturation Effect On Compressibility Behaviour Of Compacted Tropical Residual Soil<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">50000<\/td><td class=\"column-7\">2016-07-01 00:00:00<\/td><td class=\"column-8\">2018-06-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2522.14H29<\/td>\n<\/tr>\n<tr class=\"row-18\">\n\t<td class=\"column-1\">17<\/td><td class=\"column-2\">Strength And Cyclic Behaviour Of Recycled Blended Tiles Treated Soft Clay<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">40000<\/td><td class=\"column-7\">2016-07-01 00:00:00<\/td><td class=\"column-8\">2018-06-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2522.13H85<\/td>\n<\/tr>\n<tr class=\"row-19\">\n\t<td class=\"column-1\">18<\/td><td class=\"column-2\">Fundamental Effect Of Fines And Plasticity Towards Liquefaction Susceptibility Through Critical State Soil Mechanics Framework<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">FRGS<\/td><td class=\"column-6\">74000<\/td><td class=\"column-7\">2013-11-01 00:00:00<\/td><td class=\"column-8\">2014-10-31 00:00:00<\/td><td class=\"column-9\">R.J130000.7822.4F316<\/td>\n<\/tr>\n<tr class=\"row-20\">\n\t<td class=\"column-1\">19<\/td><td class=\"column-2\">Physical And Numerical Modelling Of Ground Deformation Due To Tunnelling<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">35000<\/td><td class=\"column-7\">2014-04-18 00:00:00<\/td><td class=\"column-8\">2016-04-17 00:00:00<\/td><td class=\"column-9\">Q.J130000.2522.06H60<\/td>\n<\/tr>\n<tr class=\"row-21\">\n\t<td class=\"column-1\">20<\/td><td class=\"column-2\">Evaluation Of Stress Distribution Under Diametrical Compression Test On Rock<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">GUP (TIER 1)<\/td><td class=\"column-6\">50000<\/td><td class=\"column-7\">2015-05-01 00:00:00<\/td><td class=\"column-8\">2016-10-31 00:00:00<\/td><td class=\"column-9\">Q.J130000.2522.10H88<\/td>\n<\/tr>\n<tr class=\"row-22\">\n\t<td class=\"column-1\">21<\/td><td class=\"column-2\">Relationship Between Shear Wave Velocity And Compressibility Indices Of Cohesive Soil Using Constant Rate Strain Equipped With Bender Element Devices<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">FRGS<\/td><td class=\"column-6\">86526<\/td><td class=\"column-7\">2014-12-01 00:00:00<\/td><td class=\"column-8\">2016-11-30 00:00:00<\/td><td class=\"column-9\">R.J130000.7822.4F658<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-15 from cache -->\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-kadence-tab kt-tab-inner-content kt-inner-tab-2 kt-inner-tab_696278-1d\"><div class=\"kt-tab-inner-content-inner\">\n<table id=\"tablepress-14\" class=\"tablepress tablepress-id-14 tablepress-responsive\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">BIL<\/th><th class=\"column-2\">NAME OF GRANT<\/th><th class=\"column-3\">ROLE<\/th><th class=\"column-4\">CATEGORY OF GRANT(UTM\/OTHERS)<\/th><th class=\"column-5\">TYPE OF GRANT<\/th><th class=\"column-6\">AMOUNT (RM)<\/th><th class=\"column-7\">STARTING DATE<\/th><th class=\"column-8\">ENDING DATE<\/th><th class=\"column-9\">VOTE NO<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">1<\/td><td class=\"column-2\">Compressability Characteristic Of Lateritic Soil Treated With Lime Under Cyclic Wetting And Drying Condition<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">Collaborative Research Grant National<\/td><td class=\"column-6\">20000<\/td><td class=\"column-7\">2019-11-01 00:00:00<\/td><td class=\"column-8\">2021-04-30 00:00:00<\/td><td class=\"column-9\">R.J130000.7351.4B505<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">2<\/td><td class=\"column-2\">Determination Of Permeability And Soil Watercharacteristic Curve (SWCC) Of Lateritic Soil Treated With Lime Under Cyclic Wetting And Drying Condition<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">Collaborative Research Grant National<\/td><td class=\"column-6\">20000<\/td><td class=\"column-7\">2019-11-01 00:00:00<\/td><td class=\"column-8\">2021-04-30 00:00:00<\/td><td class=\"column-9\">R.J130000.7351.4B509<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">3<\/td><td class=\"column-2\">Shear Strength Behavior Of Lateritic Soil Treated With Lime Under Cyclic Wetting And Drying Conditions<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">Collaborative Research Grant National<\/td><td class=\"column-6\">40000<\/td><td class=\"column-7\">2019-11-01 00:00:00<\/td><td class=\"column-8\">2021-04-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2451.09G13<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">4<\/td><td class=\"column-2\">Characteristics Of Lateritic Soil Treated With Lime Under Cyclic Wetting And Drying Conditions<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UTM<\/td><td class=\"column-5\">Collaborative Research Grant National<\/td><td class=\"column-6\">100000<\/td><td class=\"column-7\">2019-11-01 00:00:00<\/td><td class=\"column-8\">2021-04-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.2451.08G90<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-14 from cache -->\n<\/div><\/div>\n\n\n\n<div class=\"wp-block-kadence-tab kt-tab-inner-content kt-inner-tab-3 kt-inner-tab_463b1e-f5\"><div class=\"kt-tab-inner-content-inner\">\n<table id=\"tablepress-16\" class=\"tablepress tablepress-id-16 tablepress-responsive\">\n<thead>\n<tr class=\"row-1\">\n\t<th class=\"column-1\">BIL<\/th><th class=\"column-2\">NAME OF GRANT<\/th><th class=\"column-3\">ROLE<\/th><th class=\"column-4\">CATEGORY OF GRANT(UTM\/OTHERS)<\/th><th class=\"column-5\">TYPE OF GRANT<\/th><th class=\"column-6\">AMOUNT (RM)<\/th><th class=\"column-7\">STARTING DATE<\/th><th class=\"column-8\">ENDING DATE<\/th><th class=\"column-9\">VOTE NO<\/th>\n<\/tr>\n<\/thead>\n<tbody class=\"row-striping row-hover\">\n<tr class=\"row-2\">\n\t<td class=\"column-1\">1<\/td><td class=\"column-2\">Sustainable Utilisation Of Coal Ash For Quality Pavement Material<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UNSRI<\/td><td class=\"column-5\">OTHER<\/td><td class=\"column-6\">40000<\/td><td class=\"column-7\">2019-12-01 00:00:00<\/td><td class=\"column-8\">2021-11-30 00:00:00<\/td><td class=\"column-9\">R.J130000.7351.4B596<\/td>\n<\/tr>\n<tr class=\"row-3\">\n\t<td class=\"column-1\">2<\/td><td class=\"column-2\">Coal Ash Utilization For Environmental Friendly Road Material<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">UNSRI<\/td><td class=\"column-5\">Matching Grant<\/td><td class=\"column-6\">40000<\/td><td class=\"column-7\">2019-12-01 00:00:00<\/td><td class=\"column-8\">2021-11-30 00:00:00<\/td><td class=\"column-9\">Q.J130000.3051.02M49<\/td>\n<\/tr>\n<tr class=\"row-4\">\n\t<td class=\"column-1\">3<\/td><td class=\"column-2\">The Impact Of Road Geometrical Parameters On Travel Speed In Urban Area<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">External Grant<\/td><td class=\"column-5\">Industry-International Incentive Gran<\/td><td class=\"column-6\">20000<\/td><td class=\"column-7\">2021-06-01 00:00:00<\/td><td class=\"column-8\">2022-05-31 00:00:00<\/td><td class=\"column-9\">Q.J130000.3651.03M34<\/td>\n<\/tr>\n<tr class=\"row-5\">\n\t<td class=\"column-1\">4<\/td><td class=\"column-2\">Research And Development Of Screw Driving Sounding Test<\/td><td class=\"column-3\">Member<\/td><td class=\"column-4\">Japan Home Shield<\/td><td class=\"column-5\">Contract Reseach<\/td><td class=\"column-6\">143508.8<\/td><td class=\"column-7\">2017-01-01 00:00:00<\/td><td class=\"column-8\">2018-07-31 00:00:00<\/td><td class=\"column-9\">R.K130000.7643.4C134<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<!-- #tablepress-16 from cache -->\n<\/div><\/div>\n<\/div><\/div><\/div>\n<\/div><\/div>\n<\/div><\/div><\/div>\n","protected":false},"excerpt":{"rendered":"","protected":false},"author":16204,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-3066","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/people.utm.my\/nzurairahetty\/wp-json\/wp\/v2\/pages\/3066","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/people.utm.my\/nzurairahetty\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/people.utm.my\/nzurairahetty\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/people.utm.my\/nzurairahetty\/wp-json\/wp\/v2\/users\/16204"}],"replies":[{"embeddable":true,"href":"https:\/\/people.utm.my\/nzurairahetty\/wp-json\/wp\/v2\/comments?post=3066"}],"version-history":[{"count":4,"href":"https:\/\/people.utm.my\/nzurairahetty\/wp-json\/wp\/v2\/pages\/3066\/revisions"}],"predecessor-version":[{"id":3540,"href":"https:\/\/people.utm.my\/nzurairahetty\/wp-json\/wp\/v2\/pages\/3066\/revisions\/3540"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/nzurairahetty\/wp-json\/wp\/v2\/media?parent=3066"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}