{"id":267,"date":"2012-10-10T08:53:00","date_gmt":"2012-10-10T00:53:00","guid":{"rendered":"http:\/\/comp.utm.my\/azman2\/?page_id=267"},"modified":"2020-12-30T11:09:19","modified_gmt":"2020-12-30T03:09:19","slug":"research-projects","status":"publish","type":"page","link":"https:\/\/people.utm.my\/rasnida\/research-projects\/","title":{"rendered":"Research Projects"},"content":{"rendered":"<p><span style=\"color: #d1d1d1;font-size: 8pt;font-family: arial, helvetica, sans-serif\"><em>Updated : 08 October 2019<\/em><\/span><\/p>\n<p><span style=\"font-family: arial, helvetica, sans-serif\"><strong>Principle Investigator<\/strong><\/span><\/p>\n<table style=\"width: 100%\" border=\"1\">\n<tbody>\n<tr>\n<th style=\"background-color: #c9c9c9;text-align: center;width: 2%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">No.<\/span><\/th>\n<th style=\"background-color: #c9c9c9;text-align: center;width: 29.0803%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">Date<\/span><\/th>\n<th style=\"background-color: #c9c9c9;width: 68.9197%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">Research Title<\/span><\/th>\n<\/tr>\n<tr>\n<td style=\"vertical-align: top;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">1.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">2018 &#8211; 2019<\/span><\/td>\n<td style=\"text-align: left;vertical-align: top;width: 68.9197%\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">Quarry blast model for rock fragmentation. GUP Tier 1 (RM40,000.00)<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"vertical-align: top;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">2.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">2016 &#8211; 2017<\/span><\/td>\n<td style=\"text-align: left;vertical-align: top;width: 68.9197%\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">Evaluation of forepoling behavior in underground construction. GUP Tier 1. (RM40,000.00)<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"vertical-align: top;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">3.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">2015 &#8211; 2016<\/span><\/td>\n<td style=\"text-align: left;vertical-align: top;width: 68.9197%\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">Reliability of tensile strength from diametrical compression test. GUP Tier 2. Q.J130000.2622.11J06 (RM20,000.00)<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"vertical-align: top;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">4.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">2015 &#8211; 2016<\/span><\/td>\n<td style=\"text-align: left;vertical-align: top;width: 68.9197%\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">Axially loaded bored piles in problematic karstic limestones areas. GUP Tier 1. Q.J130000.2522.10H03 (RM40,000.00)<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"vertical-align: top;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">\u00a05.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">2013 &#8211; 2014<\/span><\/td>\n<td style=\"text-align: left;vertical-align: top;width: 68.9197%\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">Development of stability chart for rock slope assessment. PAS Grant. Q.J130000.2722.00K37 (RM20,000.00)<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><span style=\"font-family: arial, helvetica, sans-serif\"><strong>Networking Grant<\/strong><\/span><\/p>\n<table style=\"width: 100%\" border=\"1\">\n<tbody>\n<tr>\n<th style=\"background-color: #c9c9c9;text-align: center;width: 2%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">No.<\/span><\/th>\n<th style=\"background-color: #c9c9c9;text-align: center;width: 29.0803%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">Date<\/span><\/th>\n<th style=\"background-color: #c9c9c9;width: 68.9197%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">Research Title<\/span><\/th>\n<\/tr>\n<tr>\n<td style=\"vertical-align: top;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">1.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">2015 &#8211; 2016<\/span><\/td>\n<td style=\"text-align: left;vertical-align: top;width: 68.9197%\"><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Eliability of tensile strength obtained from diametrical compression test on rock. S.J130000.7622.4X126 (RM20,00.00)<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><strong><br \/>\n<span style=\"font-family: arial, helvetica, sans-serif\">Research Member<\/span><\/strong><\/p>\n<table style=\"width: 100%\" border=\"1\">\n<tbody>\n<tr>\n<th style=\"background-color: #c9c9c9;text-align: center;width: 2%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">No.<\/span><\/th>\n<th style=\"background-color: #c9c9c9;text-align: center;width: 29.0803%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">Date<\/span><\/th>\n<th style=\"background-color: #c9c9c9;width: 68.9197%\"><span style=\"font-family: georgia, palatino, serif;font-size: 12pt;color: #000000\">Research Title<\/span><\/th>\n<\/tr>\n<tr>\n<td style=\"vertical-align: middle;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">1.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">2019<\/span><\/td>\n<td style=\"width: 68.9197%;text-align: left;vertical-align: middle\">\n<ul>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Rock slope monitoring and surveillance using terrestrial laser scanning (TLS) and global positioning systems (GPS). CR DTD Grant (RM176,841.25)<\/span><\/li>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">SGSHINE 3:Correlation between radon\/thoron concentrations with commercially available used building materials. Signature Grant (Q.J130000.2417.07G82)<\/span><\/li>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Prediction of RQD using fuzzy logic algorithm with rock geophysics. GUP Tier 2 (RM20,000.00)<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"vertical-align: middle;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">2.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">2017 &#8211; 2018<\/span><\/td>\n<td style=\"width: 68.9197%;text-align: left;vertical-align: middle\">\n<ul>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Assessment on reduced thickness of tunnel lining to ensure tunnel stability in soft ground. GUP Tier2 (RM20,000.00)<\/span><\/li>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Dynamic behavior of retrofitted column with reinforced concrete jacketing using inoxydable steel. FRGS (RM106,000.00)<\/span><\/li>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Accident predictive model for Malaysia rural road. GUP Tier 1 (RM40,000.00)<\/span><\/li>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Assessment of soil fabric and partial saturation effect on compressibility behaviour of compacted tropical residual soil. GUP Tier 1 (RM 40,000.00)<\/span><\/li>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">New link-element design for increase in ductility of battened-up columns for earthquake resistant structures. GUP Tier 1. (RN 40,000.00)<\/span><\/li>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Shear wave velocity investigation for geotechnical engineering applications using seismic refraction and multi-channel analysis of surface waves. GUP Tier 2 (RM20,000.00)<\/span><\/li>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Performance Of Lime-Treated Compacted Tropical Residul Soil Under Wetting-Drying Cycles On Hydro-Compressibility Behaviour (RM50,000.00)<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"vertical-align: middle;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">3<\/span><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">2014 &#8211; 2015<\/span><\/td>\n<td style=\"text-align: left;vertical-align: middle;width: 68.9197%\">\n<ul>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Application of polythiophene nanocomposite coated sand for removal of Pb(II) and Cu(II) contaminated water. Q.J130000.2522.08H06<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"vertical-align: middle;width: 2%;text-align: center\"><span style=\"font-family: arial, helvetica, sans-serif;font-size: 10pt\">4.<\/span><\/td>\n<td style=\"vertical-align: middle;width: 29.0803%;text-align: center\"><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">2012 &#8211; 2014<\/span><\/td>\n<td style=\"text-align: left;vertical-align: middle;width: 68.9197%\">\n<ul>\n<li><span style=\"font-size: 10pt;font-family: arial, helvetica, sans-serif\">Development of a preliminary design chart for practical use for the deep mixing method. ScienceFund. 06-01-06-SF1065 (RM146,000.00)<\/span><\/li>\n<\/ul>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p>Updated : 08 October 2019 Principle Investigator No. Date Research Title 1. 2018 &#8211; 2019 Quarry blast model for rock fragmentation. GUP Tier 1 (RM40,000.00) 2. 2016 &#8211; 2017 Evaluation of forepoling behavior in underground construction. GUP Tier 1. (RM40,000.00) 3. 2015 &#8211; 2016 Reliability of tensile strength from diametrical compression test. GUP Tier 2. [&hellip;]<\/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-267","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/267","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=267"}],"version-history":[{"count":4,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/267\/revisions"}],"predecessor-version":[{"id":10832,"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/pages\/267\/revisions\/10832"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/rasnida\/wp-json\/wp\/v2\/media?parent=267"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}