{"id":269,"date":"2012-10-10T08:53:39","date_gmt":"2012-10-10T00:53:39","guid":{"rendered":"http:\/\/comp.utm.my\/azman2\/?page_id=269"},"modified":"2021-02-09T10:33:18","modified_gmt":"2021-02-09T02:33:18","slug":"completed-projects","status":"publish","type":"page","link":"https:\/\/people.utm.my\/ahmadsafuan\/completed-projects\/","title":{"rendered":"Research Activities"},"content":{"rendered":"\n<figure class=\"wp-block-table is-style-stripes\"><table><thead><tr><td><strong>BIL<\/strong><\/td><td><strong>NAME OF GRANT<\/strong><\/td><td><strong>ROLE<\/strong><\/td><td><strong>CATEGORY OF GRANT<\/strong> <strong>(UTM\/OTHERS)<\/strong><\/td><td><strong>TYPE OF GRANT<\/strong><\/td><td><strong>AMOUNT (RM)<\/strong><\/td><td><strong>STARTING DATE<\/strong><\/td><td><strong>ENDING DATE<\/strong><\/td><td><strong>VOTE NO<\/strong><\/td><\/tr><\/thead><tbody><tr><td>&nbsp;1<\/td><td>Alarming System for Peat Burning Problem<\/td><td>Project Leader<\/td><td>UTM<\/td><td>PRGS &#8211; ICC<\/td><td>RM 20000<\/td><td>12\/2020<\/td><td>11\/2021<\/td><td>Q.J130000.4451.4J482<\/td><\/tr><tr><td>&nbsp;2<\/td><td>Settlement Behaviour of Soft Soil Reinforced By Soil Cement Columns Formed By The Deep Mixing Method<\/td><td>Project Leader<\/td><td>UTM<\/td><td>GUP (TIER 2)<\/td><td>RM 35000<\/td><td>05\/2012<\/td><td>04\/2013<\/td><td>Q.J130000.2622.05J73<\/td><\/tr><tr><td>&nbsp;3<\/td><td>Developing Laboratory Equipment For Determining The Shear Wave Velocity of Sand<\/td><td>Project Leader<\/td><td>UTM<\/td><td>GUP (TIER 2)<\/td><td>RM 35000<\/td><td>12\/2012<\/td><td>12\/2013<\/td><td>Q.J130000.2622.06J95<\/td><\/tr><tr><td>&nbsp;4<\/td><td>Development of Kenaf Geotextile for Ground Improvement<\/td><td>Project Leader<\/td><td>UTM<\/td><td>GUP (TIER 2)<\/td><td>RM 50000<\/td><td>7\/2016<\/td><td>6\/2018<\/td><td>Q.J130000.2522.14H33<\/td><\/tr><tr><td>&nbsp;5<\/td><td>Consolidation Behavior Of Soft Ground Treated With A Group Of Bottom Ash Columns&nbsp;<\/td><td>Project Leader<\/td><td>UTM<\/td><td>GUP (TIER 2)<\/td><td>RM 50000<\/td><td>2\/2018<\/td><td>1\/2020<\/td><td>Q.J130000.2522.19H75.<\/td><\/tr><tr><td>&nbsp;6<\/td><td>Preliminary Assessment of Seasonal Effects On Water Uptake Near Trees<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 2)<\/td><td>RM 35000<\/td><td>5\/2012<\/td><td>4\/2013<\/td><td>Q.J130000.2622.05J85.<\/td><\/tr><tr><td>&nbsp;7<\/td><td>The Mechanical And Hydrological Effect of Vegetation On Slope Stabilization<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 2)<\/td><td>RM 29000<\/td><td>12\/2012<\/td><td>12\/2013<\/td><td>Q.J130000.2622.07J00<\/td><\/tr><tr><td>&nbsp;8<\/td><td>The use of recycled glass in soft cohesive soil for unit shaft resistance improvement<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 2)<\/td><td>RM 35000<\/td><td>4\/2014<\/td><td>3\/2015<\/td><td>Q.J130000.2522.06H52<\/td><\/tr><tr><td>&nbsp;9<\/td><td>The dynamic role of root water uptake in coupling to shear strength behavior on slope stability<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 2)<\/td><td>RM 20000<\/td><td>7\/2014<\/td><td>6\/2013<\/td><td>Q.J130000.2522.09H40<\/td><\/tr><tr><td>10&nbsp;<\/td><td>Axially Loaded Bored Piles In Problematic Karstic Limestones Areas<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 1)<\/td><td>RM 48650<\/td><td>5\/2015<\/td><td>10\/2016<\/td><td>Q.J130000.2522.10H03<\/td><\/tr><tr><td>&nbsp;11<\/td><td>Water flow and suction distribution improvement in a layered residual soil<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 1)<\/td><td>RM 50000<\/td><td>11\/2015<\/td><td>11\/2017<\/td><td>Q.J130000.2522.11H04.<\/td><\/tr><tr><td>&nbsp;12<\/td><td>The decomposition effect on tropical fibrous peat compressibility using pulverised peat fuel ash<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 1)<\/td><td>RM 49930<\/td><td>11\/2015<\/td><td>5\/2017<\/td><td>Q.J130000.2522.12H59<\/td><\/tr><tr><td>&nbsp;13<\/td><td>Development of forepoling design for tunnel construction<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 1)<\/td><td>RM 40000<\/td><td>10\/2016<\/td><td>9\/2018<\/td><td>Q.J130000.2522.15H35<\/td><\/tr><tr><td>&nbsp;14<\/td><td>Assessment of soil fabric and partial saturation effect on compressibility behaviour of compacted tropical residual soil<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 1)<\/td><td>RM 50000<\/td><td>7\/2016<\/td><td>6\/2018<\/td><td>Q.J130000.2522.14H29<\/td><\/tr><tr><td>&nbsp;15<\/td><td>Static And Cyclic Properties Of Soft Clay Stabilised With Coal Ash And Cement<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 1)<\/td><td>RM 50000<\/td><td>2\/2018<\/td><td>1\/2020<\/td><td>Q.J130000.2522.19H57<\/td><\/tr><tr><td>&nbsp;16<\/td><td>Development of seismic fragility curve and optimal retrofit strategies for RC buildings in Sabah, Malaysia<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 1)<\/td><td>RM 49500<\/td><td>2\/2018<\/td><td>1\/2020<\/td><td>Q.J130000.2522.19H36<\/td><\/tr><tr><td>&nbsp;17<\/td><td>Sustainable Utilisation of Coal Ash For Quality Pavement Material<\/td><td>Project Member<\/td><td>UTM<\/td><td>Others<\/td><td>RM 40000<\/td><td>12\/2019<\/td><td>11\/2021<\/td><td>R.J130000.7351.4B596<\/td><\/tr><tr><td>&nbsp;18<\/td><td>Soil-Lime Stabilisation For Low Volume Road<\/td><td>Project Member<\/td><td>UTM<\/td><td>GUP (TIER 1)<\/td><td>RM 48750<\/td><td>2\/2018<\/td><td>1\/2020<\/td><td>Q.J130000.2522.20H12<\/td><\/tr><tr><td>&nbsp;19<\/td><td>3-Dimensional characterization of slope failure mechanism due to climate change<\/td><td>Project Member<\/td><td>UTM<\/td><td>UTM Fundamental Research<\/td><td>RM 70000<\/td><td>1\/2020<\/td><td>6\/2023<\/td><td>Q.J13000.2516.20H90<\/td><\/tr><tr><td>&nbsp;20<\/td><td>Alternative of Ground Improvement Solution on Marine Clay with Polyurethane Grout<\/td><td>Project Member<\/td><td>UTmappingM Encouragement Research<\/td><td>UTMER<\/td><td>RM 30000<\/td><td>11\/2019<\/td><td>4\/2022<\/td><td>Q.J130000.2651.18J00<\/td><\/tr><tr><td>&nbsp;21<\/td><td>Jack Forces Mechanisms In Soft Ground Tunnel Lining<\/td><td>Project Member<\/td><td>UTM Encouragement Research<\/td><td>UTMER<\/td><td>RM 30000<\/td><td>11\/2019<\/td><td>4\/2022<\/td><td>Q.J130000.2651.17J59<\/td><\/tr><tr><td>&nbsp;22<\/td><td>Underground Utility Surveying And Mapping For UTM Campus<\/td><td>Project Member<\/td><td>UTM Translational Research Grant<\/td><td>UTM-TRG 2.4<\/td><td>RM 186833.7<\/td><td>8\/2018<\/td><td>7\/2019<\/td><td>R.J130000.7352.4J341<\/td><\/tr><tr><td>&nbsp;23<\/td><td>Bio-Mediated Soil Improvement In The Mitigation Of Liquefiable Sandy Soil<\/td><td>Project Member<\/td><td>High Impact Research Grant<\/td><td>HIR 7.4<\/td><td>RM 75000<\/td><td>4\/2018<\/td><td>3\/2021<\/td><td>Q.J130000.2451.04G57<\/td><\/tr><tr><td>&nbsp;24<\/td><td>Evaluating and monitoring the effects of climate changes on landslide hazard zonation using Artificial Neural Network and real-time monitoring system<\/td><td>Project Leader<\/td><td>High Impact Research Grant<\/td><td>HIR 7.4<\/td><td>RM 120000<\/td><td>1\/2020<\/td><td>12\/2022<\/td><td>Q.J130000.2451.09G23<\/td><\/tr><tr><td>&nbsp;25<\/td><td>Development of Subsurface Tropical Geoengineering Database for Iskandar Malaysia<\/td><td>Project Member<\/td><td>COE Research Grant<\/td><td>COE Grant<\/td><td>RM 50000<\/td><td>2\/2018<\/td><td>1\/2020<\/td><td>Q.J130000.2409.04G15<\/td><\/tr><tr><td>&nbsp;26<\/td><td>Automatic Wireless Accelerometer Monitoring (AWAM) system<\/td><td>Project Leader<\/td><td>Prototype Development Fund<\/td><td>PRGS &#8211; ICC<\/td><td>RM 20000<\/td><td>5\/2018<\/td><td>4\/2019<\/td><td>R.J130000.7751.4J342<\/td><\/tr><tr><td>27&nbsp;<\/td><td>Distributed Optical Fibre Sensing Monitoring System Of Pile On Rainfall Induced Slope<\/td><td>Project Member<\/td><td>UTM Prototype Research<\/td><td>UTM PR<\/td><td>RM 72000<\/td><td>1\/2020<\/td><td>6\/2022<\/td><td>Q.J130000.2851.00L61<\/td><\/tr><tr><td>&nbsp;28<\/td><td>3D analysis on failure behaviour of Deep Mixing Method<\/td><td>Project Leader<\/td><td>New Academic Staff<\/td><td>NAS<\/td><td>RM 20000<\/td><td>4\/2012<\/td><td>3\/2013<\/td><td>R.J130000.7722.4P045<\/td><\/tr><tr><td>&nbsp;29<\/td><td>Crack Detection On Retaining Wall By Using Thermal Camera And Image Processing Technique<\/td><td>Project Leader<\/td><td>Industry International Incentive Grant<\/td><td>IIG<\/td><td>RM 20000<\/td><td>9\/2019<\/td><td>8\/2020<\/td><td>Q.J130000.3051.01M64<\/td><\/tr><tr><td>&nbsp;30<\/td><td>Dapplication of Infrared Thermography (Irt) In Rock Slope Monitoring and Surveillance<\/td><td>Project Member<\/td><td>Industry International Incentive Grant<\/td><td>IIG<\/td><td>RM 20000<\/td><td>9\/2019<\/td><td>8\/2021<\/td><td>Q.J1300003052.01M78<\/td><\/tr><tr><td>&nbsp;31<\/td><td>Correlation Between Radon\/Thoron Concentration With Commercially Available Used Building Materials&nbsp;<\/td><td>Project Member<\/td><td>UTMSHINE-Signature Grant<\/td><td>SGSHINE 3<\/td><td>RM 160000<\/td><td>4\/2019<\/td><td>9\/2021<\/td><td>Q.J130000.2417.07G82<\/td><\/tr><tr><td>&nbsp;32<\/td><td>In-Situ Measurement Of Radon (222rn) And Thoron (220rn) Concentrations In Soil Gas, Water, And Air<\/td><td>Project Member<\/td><td>UTMSHINE-Signature Grant<\/td><td>SGSHINE 3.1<\/td><td>RM 90000<\/td><td>4\/2019<\/td><td>9\/2021<\/td><td>Q.J130000.2417.07G90<\/td><\/tr><tr><td>&nbsp;33<\/td><td>Predicting Terrestrial Gamma Dose Rate Based On Geological and Soil Information<\/td><td>Project Leader<\/td><td>UTMSHINE-Signature Grant<\/td><td>SGSHINE 3.2<\/td><td>RM 40000<\/td><td>4\/2019<\/td><td>3\/2021<\/td><td>Q.J130000.2451.07G85<\/td><\/tr><tr><td>&nbsp;34<\/td><td>Environmental Friendly Anti-Radon Building Materials For Mitigating Indoor Radon Concentration<\/td><td>Project Member<\/td><td>UTMSHINE-Signature Grant<\/td><td>SGSHINE 3.3<\/td><td>RM 30000<\/td><td>4\/2019<\/td><td>9\/2021<\/td><td>Q.J130000.2451.07G91<\/td><\/tr><tr><td>&nbsp;35<\/td><td>The influence of plant diversity on slope stability<\/td><td>Project Leader<\/td><td>UTMSHINE<\/td><td>UTM SHINE<\/td><td>RM 50000<\/td><td>11\/2017<\/td><td>1\/2020<\/td><td>Q.J130000.2422.03G76<\/td><\/tr><tr><td>&nbsp;36<\/td><td>Characteristics of Lateritic Soil Treated with Lime under Cyclic Wetting and Drying Conditions<\/td><td>Project Leader<\/td><td>Collaborative Research Grant<\/td><td>CRG 24.0<\/td><td>RM 100000<\/td><td>11\/2019<\/td><td>10\/2021<\/td><td>Q.J130000.2451.08G90<\/td><\/tr><tr><td>&nbsp;37<\/td><td>Shear strength Behavior of Lateritic Soil Treated with Lime under Cyclic Wetting and Drying Conditions<\/td><td>Project Leader<\/td><td>Collaborative Research Grant<\/td><td>CRG 24.1<\/td><td>RM 40000<\/td><td>11\/2019<\/td><td>10\/2021<\/td><td>Q.J130000.2451.09G13<\/td><\/tr><tr><td>&nbsp;38<\/td><td>Compressability Characteristic of Lateritic Soil Treated With Lime Under Cyclic Wetting and Drying Condition<\/td><td>Project Member<\/td><td>Collaborative Research Grant<\/td><td>CRG 24.3<\/td><td>RM 20000<\/td><td>11\/2019<\/td><td>10\/2021<\/td><td>R.J130000.7351.4B505<\/td><\/tr><tr><td>&nbsp;39<\/td><td>Determination Of Permeability And Soil Water Characteristic Curve (SWCC) Of Lateritic Soil Treated With Lime Under Cyclic Wetting And Drying<\/td><td>Project Member<\/td><td>Collaborative Research Grant<\/td><td>CRG 24.02<\/td><td>RM 20000<\/td><td>11\/2019<\/td><td>10\/2021<\/td><td>R.J130000.7351.4B509<\/td><\/tr><tr><td>&nbsp;40<\/td><td>Microstructural Characteristic Of Lateritic Soil Treated With Lime Under Cyclic Wetting And Drying Condition&nbsp;<\/td><td>Project Member<\/td><td>Collaborative Research Grant<\/td><td>CRG 24.4<\/td><td>RM 20000<\/td><td>11\/2019<\/td><td>10\/2021<\/td><td>R.J130000.7351.4B496<\/td><\/tr><tr><td>&nbsp;41<\/td><td>Developing Geotechnical Computer Software for Slope Stability Analysis Based on Limit Equilibrium Method<\/td><td>Project Leader<\/td><td>Professional Development Research University<\/td><td>PDRU<\/td><td>RM 71000<\/td><td>7\/2012<\/td><td>6\/2013<\/td><td>Q.J130000.21A2.00E66<\/td><\/tr><tr><td>&nbsp;42<\/td><td>Analysis of Strength Development in Non-Traditional Additives-Stabilized Malaysian Soils from Macro- and Micro- Structural Considerations<\/td><td>Project Leader<\/td><td>Professional Development Research University<\/td><td>PDRU<\/td><td>RM 65000<\/td><td>10\/2013<\/td><td>9\/2014<\/td><td>Q.J130000.21A2.02E00<\/td><\/tr><tr><td>&nbsp;43<\/td><td>Developing Peat Fire Suppression Technology Solution<\/td><td>Project Leader<\/td><td>Professional Development Research University<\/td><td>PDRU<\/td><td>RM 138460<\/td><td>7\/2020<\/td><td>6\/2021<\/td><td>Q.J130000.21A2.05E16<\/td><\/tr><tr><td>&nbsp;44<\/td><td>Landslide assessment in Korea and Malaysia region with climate change<\/td><td>Project Member<\/td><td>MATCHING GRANT<\/td><td>GUP<\/td><td>RM 60000<\/td><td>10\/2016<\/td><td>9\/2018<\/td><td>Q.J130000.3009.00M97<\/td><\/tr><tr><td>&nbsp;45<\/td><td>The Effect of Catalyst on Soil Stabilisation by Application of Lime<\/td><td>Project Leader<\/td><td>Fundamental Research Grant Scheme<\/td><td>FRGS<\/td><td>RM 28500<\/td><td>02\/2007<\/td><td>9\/2007<\/td><td>78104<\/td><\/tr><tr><td>&nbsp;46<\/td><td>Relationship between shear wave velocity and compressibility indices of cohesive soil using Constant Rate Strain equipped with bender element devices<\/td><td>Project Leader<\/td><td>Fundamental Research Grant Scheme<\/td><td>FRGS<\/td><td>RM 86526<\/td><td>12\/2014<\/td><td>11\/2016<\/td><td>R.J130000.7822.4F658<\/td><\/tr><tr><td>&nbsp;47<\/td><td>Relationship of Tack Coat Application Factors In Assessing The Bonding Characteristics For Asphalt Pavement Surfacing Layers<\/td><td>Project Member<\/td><td>Fundamental Research Grant Scheme<\/td><td>FRGS<\/td><td>RM 72300<\/td><td>4\/2013<\/td><td>3\/2015<\/td><td>R.J130000.7822.4F201<\/td><\/tr><tr><td>&nbsp;48<\/td><td>Effect of temperature variations and bacteria concentrations on the microbially induced calcite precipitation in residual soils<\/td><td>Project Member<\/td><td>Fundamental Research Grant Scheme<\/td><td>FRGS<\/td><td>RM 94000<\/td><td>12\/2014<\/td><td>11\/2016<\/td><td>R.J130000.7813.4F628<\/td><\/tr><tr><td>&nbsp;49<\/td><td>The Effect of Soil Moisture Content on Shear Strength Behaviour for Rainfall Induced Landslides Prediction<\/td><td>Project Member<\/td><td>Fundamental Research Grant Scheme<\/td><td>FRGS<\/td><td>RM 94000<\/td><td>8\/2016<\/td><td>7\/2018<\/td><td>R.J130000.7822.4F853<\/td><\/tr><tr><td>&nbsp;50<\/td><td>Engineering and Microstructural Characteristics of Lateritic Soil Treated with Ordinary Portland Cement Undercyclic Saturated (Wetting) and Unsaturated (Drying) Conditions<\/td><td>Project Leader<\/td><td>Fundamental Research Grant Scheme<\/td><td>FRGS<\/td><td>RM 112,000<\/td><td>9\/2019<\/td><td>8\/2021<\/td><td>R.J130000.7851.5F131<\/td><\/tr><tr><td>&nbsp;51<\/td><td>Assessment of Disturbance Impact of Hydraulic Jack In Pile Penetration in Clay Using Transparent Soil and Particle Image Velocimetry<\/td><td>Project Leader<\/td><td>Exploratory Research Grant Scheme<\/td><td>ERGS<\/td><td>RM 121500<\/td><td>6\/2013<\/td><td>5\/2015<\/td><td>R.J130000.7822.4L097<\/td><\/tr><tr><td>&nbsp;52<\/td><td>Patterns of Soil Moisture Profile Due To Tree Induced Suction and Relict Structure On Slope<\/td><td>Project Member<\/td><td>Exploratory Research Grant Scheme<\/td><td>ERGS<\/td><td>RM 50000<\/td><td>6\/2012<\/td><td>5\/2014<\/td><td>R.J130000.7822.4L065<\/td><\/tr><tr><td>&nbsp;53<\/td><td>Determination of Failure Mechanism For Uplift Capacity In Sand Using Particle Image Velocimetry (PIV) &nbsp;<\/td><td>Project Member<\/td><td>Exploratory Research Grant Scheme<\/td><td>ERGS<\/td><td>RM 113600<\/td><td>6\/2013<\/td><td>5\/2015<\/td><td>R.J130000.7822.4L130<\/td><\/tr><tr><td>&nbsp;54<\/td><td>Development of Testing to Establish the Relationship Between Undrained Shear Strength and Consolidation Ratio (CR) of Soil<\/td><td>Project Leader<\/td><td>Prototype Research Grant Scheme<\/td><td>PRGS<\/td><td>RM &nbsp;60000<\/td><td>8\/2013<\/td><td>7\/2015<\/td><td>R.J130000.7822.4L620<\/td><\/tr><tr><td>&nbsp;55<\/td><td>Early warning and Real-Time Monitoring System of Landslide using Distributed Optical Fibre Strain Sensing<\/td><td>Project Member<\/td><td>Prototype Research Grant Scheme<\/td><td>PRGS<\/td><td>RM &nbsp;120200<\/td><td>2016<\/td><td>2018<\/td><td>&#8211;<\/td><\/tr><tr><td>&nbsp;56<\/td><td>Site Application Of Slope Monitoring System Using Automatic WirelessAccelerometer Monitoring (Awam) System<\/td><td>Project Leader<\/td><td>Prototype Research Grant Scheme<\/td><td>PRGS<\/td><td>RM 107000<\/td><td>8\/2019<\/td><td>7\/2021<\/td><td>R.J130000.7851.4L701<\/td><\/tr><tr><td>&nbsp;57<\/td><td>Aftermath Of Flood Disaster: Sediment Fingerprinting Study In Upper Sg Kelantan Basin<\/td><td>Project Member<\/td><td>Trans Disciplinary Research Grant Scheme<\/td><td>TRGS<\/td><td>RM 109120<\/td><td>4\/2015<\/td><td>12\/2015<\/td><td>R.J130000.7809.4L826<\/td><\/tr><tr><td>&nbsp;58<\/td><td>Development of a preliminary design chart for practical use for the deep mixing method<\/td><td>Project Leader<\/td><td>Research Grant Awarded By Ministry Of Science Technology And Innovation (Mosti)<\/td><td>Science fund<\/td><td>RM 146000<\/td><td>10\/2012<\/td><td>12\/2014<\/td><td>R.J130000.7922.4S051<\/td><\/tr><tr><td>&nbsp;59<\/td><td>Development of Slope Monitoring System by Automatic Wireless Accelerometer Monitoring System<\/td><td>Project Leader<\/td><td>Research Grant Awarded By Ministry Of Science Technology And Innovation (Mosti)<\/td><td>Science fund<\/td><td>RM 333440<\/td><td>10\/2015<\/td><td>9\/2017<\/td><td>R.J130000.7922.4S124<\/td><\/tr><tr><td>&nbsp;60<\/td><td>Biomediated Soil Improvement<\/td><td>Project Member<\/td><td>Research Grant Awarded By Ministry Of Science Technology And Innovation (Mosti)<\/td><td>Science fund<\/td><td>RM 195900<\/td><td>11\/2012<\/td><td>4\/2015<\/td><td>R.J130000.7913.4S053<\/td><\/tr><tr><td>&nbsp;61<\/td><td>Application of Shallow Foundation For Construction In Industrialized Building System<\/td><td>Project Member<\/td><td>Research Grant Awarded By Ministry Of Science Technology And Innovation (Mosti)<\/td><td>Science fund<\/td><td>RM 178500<\/td><td>8\/2013<\/td><td>8\/2015<\/td><td>R.J130000.7922.4S077<\/td><\/tr><tr><td>&nbsp;62<\/td><td>Reliability of tensile strength obtained from diametrical compression test on rock<\/td><td>Project Member<\/td><td>Research Grant Awarded By Kagoshima College, National Institute Of Technology<\/td><td>Networking Grant<\/td><td>RM 20000<\/td><td>10\/2015<\/td><td>9\/2016<\/td><td>S.J130000.7622.4X126<\/td><\/tr><tr><td>&nbsp;63<\/td><td>Real Time Monitoring of Geo-Disaster due to Climate Change<\/td><td>Project Member<\/td><td>Research Grant Awarded By Yonsei University<\/td><td>Networking Grant<\/td><td>RM 60000<\/td><td>6\/2016<\/td><td>5\/2017<\/td><td>R.J130000.7309.4B233<\/td><\/tr><tr><td>&nbsp;64<\/td><td>Kajian Kesesuaian Lokasi Baru Pemancar Sispelsat Jabatan Laut Malaysia<\/td><td>Project Member<\/td><td>Contract Research DTD<\/td><td>Contract Research<\/td><td>RM 48140<\/td><td>2\/2018<\/td><td>3\/2018<\/td><td>R.J130000.7627.4C171<\/td><\/tr><tr><td>&nbsp;65<\/td><td>Rock Slope Monitoring And Surveillance Using Terrestrial Laser Scanning (TLS) And Global Positioning Systems (GPS)<\/td><td>Project Leader<\/td><td>Contract Research DTD<\/td><td>Contract Research<\/td><td>RM 176841.2<\/td><td>3\/2019<\/td><td>3\/2020<\/td><td>R.J130000.7651.4C253<\/td><\/tr><tr><td>&nbsp;66<\/td><td>Development of a comprehensive model for rock slope monitoring using infra-red thermal remote sensing on UAV platform<\/td><td>Project Member<\/td><td>Contract Research DTD<\/td><td>Contract Research<\/td><td>RM 176841.2<\/td><td>3\/2019<\/td><td>3\/2020<\/td><td>R.J130000.7652.4C255<\/td><\/tr><\/tbody><\/table><figcaption><br>Total Grant Received (<strong>Project Leader<\/strong>) = <strong>RM 1934267.20<\/strong> (24 Projects)<br>Total Grant Received (<strong>Project Member<\/strong>) = <strong>RM 2924264.90<\/strong> (42 Projects)<br>Total Grant Received (<strong>Project Leader &amp; Project Member<\/strong>) = <strong>RM 4858532.10<\/strong> (66 Projects)<\/figcaption><\/figure>\n","protected":false},"excerpt":{"rendered":"<p>BIL NAME OF GRANT ROLE CATEGORY OF GRANT (UTM\/OTHERS) TYPE OF GRANT AMOUNT (RM) STARTING DATE ENDING DATE VOTE NO &nbsp;1 Alarming System for Peat Burning Problem Project Leader UTM PRGS &#8211; ICC RM 20000 12\/2020 11\/2021 Q.J130000.4451.4J482 &nbsp;2 Settlement Behaviour of Soft Soil Reinforced By Soil Cement Columns Formed By The Deep Mixing Method &hellip; <\/p>\n<p class=\"link-more\"><a href=\"https:\/\/people.utm.my\/ahmadsafuan\/completed-projects\/\" class=\"more-link\">Continue reading<span class=\"screen-reader-text\"> &#8220;Research Activities&#8221;<\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-269","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/people.utm.my\/ahmadsafuan\/wp-json\/wp\/v2\/pages\/269","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/people.utm.my\/ahmadsafuan\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/people.utm.my\/ahmadsafuan\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/people.utm.my\/ahmadsafuan\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/people.utm.my\/ahmadsafuan\/wp-json\/wp\/v2\/comments?post=269"}],"version-history":[{"count":6,"href":"https:\/\/people.utm.my\/ahmadsafuan\/wp-json\/wp\/v2\/pages\/269\/revisions"}],"predecessor-version":[{"id":1124,"href":"https:\/\/people.utm.my\/ahmadsafuan\/wp-json\/wp\/v2\/pages\/269\/revisions\/1124"}],"wp:attachment":[{"href":"https:\/\/people.utm.my\/ahmadsafuan\/wp-json\/wp\/v2\/media?parent=269"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}