{"id":2349,"date":"2020-12-08T07:53:45","date_gmt":"2020-12-08T07:53:45","guid":{"rendered":"https:\/\/research.utm.my\/upmu-kl\/?page_id=2349"},"modified":"2021-02-19T08:55:35","modified_gmt":"2021-02-19T08:55:35","slug":"soil-geotechnical-laboratory-p","status":"publish","type":"page","link":"https:\/\/ppmu.utm.my\/kl\/soil-geotechnical-laboratory-p\/","title":{"rendered":"SOIL &amp; GEOTECHNICAL LABORATORY"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.4.8&#8243; background_color=&#8221;#666666&#8243; use_background_color_gradient=&#8221;on&#8221; background_color_gradient_start=&#8221;rgba(0,0,0,0)&#8221; background_color_gradient_end=&#8221;#9ecc9b&#8221; background_color_gradient_direction=&#8221;225deg&#8221; background_color_gradient_overlays_image=&#8221;on&#8221; background_image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2021\/01\/624A2418-scaled.jpg&#8221; custom_padding=&#8221;||199px|||&#8221;][et_pb_row _builder_version=&#8221;4.4.8&#8243;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_text _builder_version=&#8221;4.4.8&#8243; header_font=&#8221;Montserrat|700|||||||&#8221; header_text_color=&#8221;#ffffff&#8221; header_font_size=&#8221;50px&#8221; header_4_font=&#8221;Lato||||||||&#8221; header_4_text_color=&#8221;#ffffff&#8221; header_4_font_size=&#8221;35px&#8221; background_enable_color=&#8221;off&#8221; transform_translate=&#8221;-52px|231px&#8221;]<\/p>\n<h1>SOIL &amp; GEOTECHNICAL<\/h1>\n<h4>LABORATORY<\/h4>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=&#8221;1&#8243; _builder_version=&#8221;4.4.8&#8243; background_image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/png-images-for-website-background-png-images-for-website-background-designs-for-websites-png-1200_600.png&#8221; custom_padding=&#8221;0px|||||&#8221;][et_pb_row column_structure=&#8221;1_4,1_4,1_4,1_4&#8243; _builder_version=&#8221;4.4.8&#8243; transform_scale=&#8221;80%|80%&#8221; width=&#8221;50%&#8221; custom_padding=&#8221;13px||0px|||&#8221;][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;LOCATION&#8221; use_icon=&#8221;on&#8221; font_icon=&#8221;%%122%%&#8221; icon_color=&#8221;#9ecc9b&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221; link_option_url=&#8221;https:\/\/www.google.com\/maps\/search\/3.174089,+101.721679?sa=X&amp;ved=2ahUKEwjd_q7h573tAhXu4jgGHV_mAFcQ8gEwAHoECAEQAQ&#8221; link_option_url_new_window=&#8221;on&#8221; font_icon__hover_enabled=&#8221;on|hover&#8221; font_icon__hover=&#8221;%%249%%&#8221;][\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;TECHNICAL STAFF&#8221; use_icon=&#8221;on&#8221; font_icon=&#8221;%%258%%&#8221; icon_color=&#8221;#9ecc9b&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221; link_option_url=&#8221;#staff&#8221; font_icon__hover_enabled=&#8221;on|hover&#8221; font_icon__hover=&#8221;%%259%%&#8221;][\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;EQUIPMENTS&#8221; use_icon=&#8221;on&#8221; font_icon=&#8221;%%174%%&#8221; icon_color=&#8221;#9ecc9b&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221; link_option_url=&#8221;#equipments&#8221; font_icon__hover_enabled=&#8221;on|hover&#8221; font_icon__hover=&#8221;%%173%%&#8221;][\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;DOCUMENTS&#8221; use_icon=&#8221;on&#8221; font_icon=&#8221;%%71%%&#8221; icon_color=&#8221;#9ecc9b&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221; link_option_url=&#8221;#documents&#8221; font_icon__hover_enabled=&#8221;on|hover&#8221; font_icon__hover=&#8221;%%72%%&#8221;][\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.4.8&#8243;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_divider color=&#8221;#9ecc9b&#8221; divider_weight=&#8221;11px&#8221; _builder_version=&#8221;4.4.8&#8243;][\/et_pb_divider][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.4.8&#8243;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_text module_id=&#8221;staff&#8221; _builder_version=&#8221;4.4.8&#8243;]<\/p>\n<h1 style=\"text-align: center\"><strong>TECHNICAL STAFF<\/strong><\/h1>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_2,1_2&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;MOHD NOR AZSUAN BIN MOHD YA\u2019ACOB&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image3-2.png&#8221; image_max_width=&#8221;90%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p><span style=\"font-weight: 400\">ASSISTANT ENGINEER (J29)<br \/><\/span><span style=\"font-weight: 400\">Phone No: 03-2615 4831<br \/><\/span><span style=\"font-weight: 400\">Room No: P104 A<br \/><\/span><span style=\"font-weight: 400\">Email:azsuan.kl@utm.my<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_accordion _builder_version=&#8221;4.4.8&#8243;][et_pb_accordion_item title=&#8221;SKILLS&#8221; open=&#8221;on&#8221; _builder_version=&#8221;4.4.8&#8243;]<\/p>\n<ul>\n<ul>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">Collecting, assessing and testing soil samples (triaxial, shearbox, UCT, UU, CU, UD, compaction, permeability, Atterberg)<\/span><\/li>\n<\/ul>\n<\/ul>\n<p><b><\/b><\/p>\n<ul>\n<li><b><span style=\"font-weight: 400\">Soil data analysis (Triaxial &amp; Shearbox software)<\/span><\/b><\/li>\n<\/ul>\n<ul>\n<li><span style=\"font-weight: 400\">Fieldwork data sampling\u00a0<\/span><\/li>\n<\/ul>\n<ul>\n<li><span style=\"font-weight: 400\">Soil investigation<\/span><\/li>\n<\/ul>\n<ul>\n<li><span style=\"font-weight: 400\">Hydraulic &amp; fluid mechanic testing (specific energy, jet apparatus, centrifugal pump, flow over weir)<\/span><\/li>\n<\/ul>\n<ul>\n<li><span style=\"font-weight: 400\">Computer programs i.e Microsoft, Adobe, Google<\/span><\/li>\n<\/ul>\n<ul>\n<li><span style=\"font-weight: 400\">Occupational Safety and Health Management System (ISO 45001)<\/span><\/li>\n<\/ul>\n<ul>\n<li><span style=\"font-weight: 400\">Document preparation (JPU paperwork, procurement)<\/span><\/li>\n<\/ul>\n<ul>\n<li><span style=\"font-weight: 400\">Analysis and understanding on laboratory testing standard document (BS 1377 Part 1-9)<\/span><\/li>\n<\/ul>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>[\/et_pb_accordion_item][et_pb_accordion_item title=&#8221;RESEARCH \/ SERVICE EXPERIENCE&#8221; _builder_version=&#8221;4.4.8&#8243; open=&#8221;off&#8221;]<\/p>\n<ul>\n<li><span style=\"font-weight: 400\">15 years experience in laboratory analysis of soil samples and research experiments<\/span><\/li>\n<ul>\n<li style=\"font-weight: 400\">\n<ul>\n<ul>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">2 years experience in fluid mechanics and hydraulic testing<\/span><\/li>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">10 years experience in monitoring laboratory research by post grad and final year students<\/span><\/li>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">7 years experience in Safety and Health committee (JKKP Secretary)<\/span><\/li>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">8 years as a Head of Civil Engineering Unit (2013-present)<\/span><\/li>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">Assessment Panel in CCSL service learning programme UKQA 2032 \u2013 Ferrocement (2018-present)<\/span><\/li>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">UTM Excellent Service Worker (2006 &amp; 2017)<\/span><\/li>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">Programme Instructor \u2018Community Engagement\u2019 for ferrocement programme at Bandar Baru Bangi, Segambut and Hulu Langat community<\/span><\/li>\n<\/ul>\n<\/ul>\n<p><b><\/b><\/li>\n<li><span style=\"font-weight: 400\">Member of STEM Programme \u2018Ask Dr Concrete\u2019 with Green Cities and Construction Research Group at SK Batu Muda, SK St Mary and BATC UTMKL\u00a0<\/span><\/li>\n<li><span style=\"font-weight: 400\">Member of KIK Group UTM Prima awarded with:<\/span><\/li>\n<li><span style=\"font-weight: 400\">2 gold award at national level (<\/span><i><span style=\"font-weight: 400\">Konvensyen KIK Peringkat Kebangsaan &amp; Konvensyen KIK Universiti Awam<\/span><\/i><span style=\"font-weight: 400\">)<\/span><\/li>\n<li><span style=\"font-weight: 400\">2 gold award at state level (<\/span><i><span style=\"font-weight: 400\">Konvensyen KIK Wilayah Tengah<\/span><\/i><span style=\"font-weight: 400\">)<\/span><\/li>\n<li><span style=\"font-weight: 400\">1 silver award (<\/span><i><span style=\"font-weight: 400\">Konvensyen KIEP UTM<\/span><\/i><span style=\"font-weight: 400\">)<\/span><\/li>\n<li><span style=\"font-weight: 400\">Registered Osh Coordinator with DOSH (Registration No : WP\/20\/OSHC\/02\/00205)<\/span><\/li>\n<li><span style=\"font-weight: 400\">Member of Concrete Society Malaysia (CSM)<\/span><\/li>\n<li><span style=\"font-weight: 400\">Registered Qualified Technichian with Malaysia Board of Technology \u2013 MBoT (Member No : OR1901230044)<\/span><\/li>\n<li><span style=\"font-weight: 400\">Leading a University Social Responsibility (USR) programme\u00a0<\/span><\/li>\n<li><span style=\"font-weight: 400\">Taman Tasik Bandar Baru Bangi (<\/span><i><span style=\"font-weight: 400\">Pembinaan wakaf rekreasi untuk komuniti <\/span><\/i><span style=\"font-weight: 400\">&#8211; 2015)\u00a0<\/span><\/li>\n<li><span style=\"font-weight: 400\">Maahad Tahfiz Ad Dinniah, Pasir Mas (<\/span><i><span style=\"font-weight: 400\">Pembangunan semula asrama pelajar yang terlibat dalam kebakaran<\/span><\/i><span style=\"font-weight: 400\"> &#8211; 2016)<\/span><\/li>\n<li><span style=\"font-weight: 400\">Member of Uniten \u2013 UTM Research Collaboration &#8211; <\/span><i><span style=\"font-weight: 400\">Potensi Bahan Buangan Kulit Pisang Terhadap Ciri Ciri Struktur Konkrit<\/span><\/i><span style=\"font-weight: 400\"> (2020-present)<\/span><\/li>\n<li style=\"font-weight: 400\"><b><\/b>\n<ul>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">Member of<\/span><i><span style=\"font-weight: 400\"> Bengkel Pelan Induk Keselamatan &amp; Kesihatan Pekerjaan UTM 2021 &#8211; 2025<\/span><\/i><span style=\"font-weight: 400\"> (UTM OSHMP 2025)<\/span><\/li>\n<li style=\"font-weight: 400\"><span style=\"font-weight: 400\">1st Author Lab Module MMJD 1123 Disaster Data Management and Forecasting \u2013 Rainfall Runoff Relationship with PM Dr Samira Albati bt Kamaruddin (2017)<\/span><\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<\/ul>\n<p>[\/et_pb_accordion_item][\/et_pb_accordion][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.4.8&#8243;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_divider color=&#8221;#9ecc9b&#8221; divider_weight=&#8221;11px&#8221; _builder_version=&#8221;4.4.8&#8243;][\/et_pb_divider][\/et_pb_column][\/et_pb_row][et_pb_row module_id=&#8221;equipments&#8221; _builder_version=&#8221;4.4.8&#8243;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_text _builder_version=&#8221;4.4.8&#8243;]<\/p>\n<h1 style=\"text-align: center\"><strong>EQUIPMENTS<\/strong><\/h1>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_4,1_4,1_4,1_4&#8243; _builder_version=&#8221;4.4.8&#8243; custom_padding=&#8221;||0px|||&#8221;][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;FULLY AUTOMATIC TRIAXIAL TEST SYSTEM&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image20-1.png&#8221; image_max_width=&#8221;80%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: GEOCOMP<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:LOAD TRAC II &amp; FLOW TRAC II<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: Fully Automatic Triaxial Test System, consists of module for Unconsolidated Undrained (UU), Consolidated Undrained (CU), Consolidated Drained (CD), Triaxial, Oedometer and CBR Test Modules.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;FULLY AUTOMATIC SHEAR BOX MACHINE&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image16.png&#8221; image_max_width=&#8221;97%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: GEOCOMP<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">: SHEARTRAC II<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: Fully automated shear and load frame combination<\/span><\/p>\n<p><span style=\"font-weight: 400\">systems allowing both vertical and horizontal load and displacement applications.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;DRYING OVEN 625 L&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image14.png&#8221; image_max_width=&#8221;68%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: NL SCIENTIFIC<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">: NL 1017 X \/ 005<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: Heat generated by high precision digital controller &amp; temperature range from RT + 10<\/span><span style=\"font-weight: 400\">O<\/span><span style=\"font-weight: 400\">C to 250<\/span><span style=\"font-weight: 400\">O<\/span><span style=\"font-weight: 400\">C.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;CONSTANT  HEAD PERMEAMETER&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image7-1.png&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ELE INTERNATIONAL &amp; KENSAINS<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">25-0591<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: Testing method used to determine the permeability of granular soils like sands and gravels containing little or no silt.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_4,1_4,1_4,1_4&#8243; _builder_version=&#8221;4.4.8&#8243; custom_padding=&#8221;||0px|||&#8221;][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;FALLING HEAD PERMEAMETER&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image5-2.png&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ELE INTERNATIONAL &amp; KENSAINS<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">25-0605<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: Testing method used to determine the permeability of fine grained soils with intermediate and low permeability such as silts and clays with permeability in range of 1&#215;10-5 to 1&#215;10-9<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;AUTOMATIC BALANCE&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image8-1.png&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: AND<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">: GF-3000N<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">AND GF-3000N is used to determine the weight or mass of an object in capacity 0-3100g with 0.01g readability.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;ELECTRONIC TOP PAN BALANCE&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image4.jpg&#8221; image_max_width=&#8221;70%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: KENCO<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">: AJ4200E<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">Used to determine the weight or mass of an object in capacity 0-5000g with 0.01g readability.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;AUTOMATIC SOIL COMPACTOR&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image9-1.png&#8221; image_max_width=&#8221;80%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ELE INTERNATIONAL<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">24-8080\/01<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">These machines automatically compact specimens eliminating the laborious hand compaction method. <\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_4,1_4,1_4,1_4&#8243; _builder_version=&#8221;4.4.8&#8243; custom_padding=&#8221;||0px|||&#8221;][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;DIGITAL BALANCE&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image6.jpg&#8221; image_max_width=&#8221;80%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: IMPACT<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">BA255<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: A digital balance is used to weigh ingredients in a laboratory in capacity 0-60kg<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;CASAGRANDE LIQUID LIMIT&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image10-1.png&#8221; image_max_width=&#8221;79%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ELE INTERNATIONAL<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">24-0425<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: Determining the liquid limit of a soil.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;SEMI AUTOMATIC CONE PENETROMETER&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image11-1.png&#8221; image_max_width=&#8221;75%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ELE INTERNATIONAL<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">24-0545\/01<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">To determine the liquid limit of soils to BS1377.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;SIEVE SHAKER&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image15-1.png&#8221; image_max_width=&#8221;65%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ENDECOTTS<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">EFL 2000<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: An instrument that used in particle analysis. It is used to shake a stack of test sieves which are placed in order (largest aperture on the top and smallest on the bottom).<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_4,1_4,1_4,1_4&#8243; _builder_version=&#8221;4.4.8&#8243; custom_padding=&#8221;||0px|||&#8221;][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;SET OF HYDROMETER TEST&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image13.png&#8221; image_max_width=&#8221;70%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ELE INTERNATIONAL<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">24-4865\/01<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">To<\/span> <span style=\"font-weight: 400\">determines particle size distribution in a soil from the coarse sand size down to clay size (about 2 \u03bcm).<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;SET OF SIEVING 300mm DIAMETER&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image17-1.png&#8221; image_max_width=&#8221;85%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ENDECOTTS<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">300BIW<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: A device with 300mm diameter for separating wanted elements from unwanted material or for characterizing the particle size distribution of a sample.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;SET OF SIEVING 200mm DIAMETER&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image19-1.png&#8221; image_max_width=&#8221;95%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ENDECOTTS<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">:<\/span> <span style=\"font-weight: 400\">200BIW<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: A device with 200mm diameter for separating wanted elements from unwanted material or for characterizing the particle size distribution of a sample.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;SET OF COMPACTION TEST&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image18-1.png&#8221; image_max_width=&#8221;78%&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ELE INTERNATIONAL<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">: null<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: Laboratory method of experimentally determining the optimal moisture content at which a given soil type will become most dense and achieve its maximum dry density.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_4,1_4,1_4,1_4&#8243; _builder_version=&#8221;4.4.8&#8243; custom_padding=&#8221;||0px|||&#8221;][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb title=&#8221;SET OF PLASTIC LIMIT TEST&#8221; image=&#8221;https:\/\/research.utm.my\/wp-content\/uploads\/sites\/53\/2020\/12\/image21.png&#8221; _builder_version=&#8221;4.4.8&#8243; text_orientation=&#8221;center&#8221;]<\/p>\n<p>Brand<span style=\"font-weight: 400\">: ELE INTERNATIONAL<\/span><\/p>\n<p>Model<span style=\"font-weight: 400\">: null<\/span><\/p>\n<p>Function<span style=\"font-weight: 400\">: This equipment used for differentiating consistency states of finer particles in soil material.<\/span><\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][\/et_pb_column][et_pb_column type=&#8221;1_4&#8243; _builder_version=&#8221;4.4.8&#8243;][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.4.8&#8243; custom_padding=&#8221;65px|||||&#8221;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_divider color=&#8221;#9ecc9b&#8221; divider_weight=&#8221;11px&#8221; _builder_version=&#8221;4.4.8&#8243;][\/et_pb_divider][\/et_pb_column][\/et_pb_row][et_pb_row _builder_version=&#8221;4.4.8&#8243;][et_pb_column type=&#8221;4_4&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_text module_id=&#8221;documents&#8221; _builder_version=&#8221;4.4.8&#8243;]<\/p>\n<h1 style=\"text-align: center\"><strong>DOCUMENTS<\/strong><\/h1>\n<p>[\/et_pb_text][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8221;1_2,1_2&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_text _builder_version=&#8221;4.4.8&#8243; hover_enabled=&#8221;0&#8243;]<\/p>\n<p><strong>RULES &amp; SOP<\/strong><\/p>\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1v9igi0OvKLk7_3G7CKDLMUO5Q6YgxG7d\/view?usp=sharing\" target=\"_blank\" rel=\"noopener noreferrer\">Peraturan Penggunaan makmal Semasa &amp; Selepas PKP<\/a><\/p>\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1d-QUTsgEHYy-yN8cKu8B1Crie34X2JYQ\/view?usp=sharing\">SOP Perkhidmatan &amp; Sewaan Makmal Semasa &amp; Selepas PKP<\/a><\/p>\n<p>[\/et_pb_text][et_pb_text _builder_version=&#8221;4.4.8&#8243; hover_enabled=&#8221;0&#8243;]<\/p>\n<p><strong>ONLINE LAB SHEETS<\/strong><\/p>\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1LrApQQTyAmlgBom8QDqEgQ1yvPUeBJSq\/view\" target=\"_blank\" rel=\"noopener noreferrer\" title=\"Lab Sheet 1\">DDPA 2052 &#8211; ATTERBERG LIMIT<\/a><\/p>\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1MU2zfhmjx09hJ5wP0RMaMoXqjjsz3QyG\/view\" target=\"_blank\" rel=\"noopener noreferrer\">DDPA 2052 &#8211; PERMEABILITY<\/a><\/p>\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1VT03ozKiVEFwISSBm2RVUUEFDY86bYej\/view\" target=\"_blank\" rel=\"noopener noreferrer\">DDPA 2052 &#8211; SIEVE ANALYSIS<\/a><\/p>\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/1IDFSfOkklmM8x9oF-HIaVDuUQpqvS1ty\/view\" target=\"_blank\" rel=\"noopener noreferrer\">DDPA 3092 &#8211; SOIL COMPACTION<\/a><\/p>\n<p><a href=\"https:\/\/drive.google.com\/file\/d\/11b7vz6I8sreSM-SrhTjKwM_19Z_ne8UO\/view\" target=\"_blank\" rel=\"noopener noreferrer\">DDPA 3092 &#8211; SOIL CONSOLIDATION<\/a><\/p>\n<p>[\/et_pb_text][\/et_pb_column][et_pb_column type=&#8221;1_2&#8243; _builder_version=&#8221;4.4.8&#8243;][et_pb_blurb use_icon=&#8221;on&#8221; font_icon=&#8221;%%72%%&#8221; icon_color=&#8221;#9ecc9b&#8221; _builder_version=&#8221;4.4.8&#8243;][\/et_pb_blurb][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>SOIL &amp; GEOTECHNICAL LABORATORYTECHNICAL STAFFASSISTANT ENGINEER (J29)Phone No: 03-2615 4831Room No: P104 AEmail:azsuan.kl@utm.my Collecting, assessing and testing soil samples (triaxial, shearbox, UCT, UU, CU, UD, compaction, permeability, Atterberg) Soil data analysis (Triaxial &amp; Shearbox software) Fieldwork data sampling\u00a0 Soil investigation Hydraulic &amp; fluid mechanic testing (specific energy, jet apparatus, centrifugal pump, flow over weir) Computer [&hellip;]<\/p>\n","protected":false},"author":11378,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-2349","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/ppmu.utm.my\/kl\/wp-json\/wp\/v2\/pages\/2349","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/ppmu.utm.my\/kl\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/ppmu.utm.my\/kl\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/ppmu.utm.my\/kl\/wp-json\/wp\/v2\/users\/11378"}],"replies":[{"embeddable":true,"href":"https:\/\/ppmu.utm.my\/kl\/wp-json\/wp\/v2\/comments?post=2349"}],"version-history":[{"count":5,"href":"https:\/\/ppmu.utm.my\/kl\/wp-json\/wp\/v2\/pages\/2349\/revisions"}],"predecessor-version":[{"id":3111,"href":"https:\/\/ppmu.utm.my\/kl\/wp-json\/wp\/v2\/pages\/2349\/revisions\/3111"}],"wp:attachment":[{"href":"https:\/\/ppmu.utm.my\/kl\/wp-json\/wp\/v2\/media?parent=2349"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}