{"id":1848,"date":"2019-08-27T06:24:14","date_gmt":"2019-08-27T06:24:14","guid":{"rendered":"http:\/\/www.ukm.my\/jsbas\/?page_id=1848"},"modified":"2020-01-29T09:54:11","modified_gmt":"2020-01-29T09:54:11","slug":"dr-nor-shahidah-mohd-nazer","status":"publish","type":"page","link":"https:\/\/www.ukm.my\/jsbas\/dr-nor-shahidah-mohd-nazer\/","title":{"rendered":"Dr. Nor Shahidah Mohd Nazer"},"content":{"rendered":"<p>BSc (UKM), MSc (UKM), PhD (Glasgow)<br \/>\nTel: +6 018 9635456 <strong>I<\/strong> E-mail: shahidahnazer@ukm.edu.my<\/p>\n<p><a href=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/nsmn.png\"><img fetchpriority=\"high\" decoding=\"async\" class=\"size-medium wp-image-2070 alignleft\" src=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/nsmn-248x300.png\" alt=\"\" width=\"248\" height=\"300\" srcset=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/nsmn-248x300.png 248w, https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/nsmn.png 578w\" sizes=\"(max-width: 248px) 100vw, 248px\" \/><\/a> <strong>Latar Belakang<\/strong><\/p>\n<p>Saya mendapat ijazah Doktor Falsafah daripada University of Strathclyde, Glasgow pada tahun 2016 dan menyertai Universiti Kebangsaan Malaysia sejurus selepas itu sebagai Pensyarah Universiti. Bidang penyelidikan saya tertumpu kepada tanah, khususnya tanah bermasalah. Buat masa ini, saya amat berminat dengan sifat rekahan kering tanah dan sedang menjalankan penyiasatan ke atas pengaruhnya sebagai &#8220;pemula&#8221; Geo-Bencana.<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<table class=\" alignleft\">\n<tbody>\n<tr>\n<td width=\"336\"><strong><b>Kepakaran<\/b><\/strong><\/p>\n<ul>\n<li>Geologi Kejuruteraan<\/li>\n<li>Mekanik Tanah<\/li>\n<li>Geomorfologi<\/li>\n<li>Sifat rayapan bahan berlempung<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p><strong><b>Penyelidikan<\/b><\/strong><\/p>\n<ul>\n<li>Sifat kelikatan geobahan lempung<\/li>\n<li>Sistem Amaran Awal bagi tanah runtuh janaan hujan<\/li>\n<li>Rekahan kering tanah terserak<\/li>\n<li>Sifat tanah bermasalah (mendapan, hakisan, tanah jerlus, pencairan)<\/li>\n<li>Sifat kejuruteraan dan pencirian reologi syal<\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p><strong><b>Pengajaran<\/b><\/strong><\/p>\n<ul>\n<li>STAG1202 Geomorfologi<\/li>\n<li>STAG1252\/1033 Bahan Bumi<\/li>\n<li>STAG2073\/2092 Teknik Pemetaan Geologi<\/li>\n<li>STAG3133 Mekanik Tanah<\/li>\n<li>STAG3974 Latihan Ilmiah I<\/li>\n<li>STAG3994 Latihan Ilmiah II<\/li>\n<li>STAG 6224 Kejuruteraan Tanah<\/li>\n<li>STAG 6213 Geologi Kejuruteraan<\/li>\n<\/ul>\n<p>&nbsp;<\/td>\n<td width=\"398\">\n<div id=\"attachment_2372\" style=\"width: 310px\" class=\"wp-caption aligncenter\"><a href=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN.png\"><img decoding=\"async\" aria-describedby=\"caption-attachment-2372\" class=\"size-medium wp-image-2372\" src=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN-300x225.png\" alt=\"\" width=\"300\" height=\"225\" srcset=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN-300x225.png 300w, https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN.png 527w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/a><p id=\"caption-attachment-2372\" class=\"wp-caption-text\">Direct shear box for stress relaxation<\/p><\/div>\n<div id=\"attachment_2373\" style=\"width: 256px\" class=\"wp-caption aligncenter\"><a href=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN-1.png\"><img decoding=\"async\" aria-describedby=\"caption-attachment-2373\" class=\" wp-image-2373\" src=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN-1-300x207.png\" alt=\"\" width=\"246\" height=\"170\" srcset=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN-1-300x207.png 300w, https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN-1.png 422w\" sizes=\"(max-width: 246px) 100vw, 246px\" \/><\/a><p id=\"caption-attachment-2373\" class=\"wp-caption-text\">Analog model of spring and dashpot configuration<\/p><\/div>\n<div id=\"attachment_2378\" style=\"width: 366px\" class=\"wp-caption aligncenter\"><a href=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN2-1.png\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-2378\" class=\" wp-image-2378\" src=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN2-1-300x107.png\" alt=\"\" width=\"356\" height=\"127\" srcset=\"https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN2-1-300x107.png 300w, https:\/\/www.ukm.my\/jsbas\/wp-content\/uploads\/2019\/09\/NSMN2-1.png 410w\" sizes=\"(max-width: 356px) 100vw, 356px\" \/><\/a><p id=\"caption-attachment-2378\" class=\"wp-caption-text\">Similar model successfully inferred stress relaxation into creep response for landslide evaluation<\/p><\/div>\n<p>&nbsp;<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p><strong>Penerbitan Terpilih<\/strong><\/p>\n<ul>\n<li>Nazer, N.S.B.M., 2016. Viscous response in shear of clayey geomaterial (Doctoral dissertation, University of Strathclyde). Nazer, N.S.M. and Tarantino, A., 2016, September.<\/li>\n<li>Creep response in shear of clayey geo-materials under saturated and unsaturated conditions. In E3S Web of Conferences (Vol. 9). Nazer, N.S.M., 2017.<\/li>\n<li>Geohazard Modelling of Creeping Landslide by Mechanical-Analogue Model. 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