| 1 | Alternative Of Ground Improvement Solution On Marine Clay With Polyurethane Grout | Member | UTM | UTMER | 30000 | 2019-11-01 00:00:00 | 2022-04-30 00:00:00 | Q.J130000.2651.18J00 |
| 2 | Jack Forces Mechanisms In Soft Ground Tunnel Lining | Member | UTM | UTMER | 30000 | 2019-11-01 00:00:00 | 2022-04-30 00:00:00 | Q.J130000.2651.17J59 |
| 3 | Characterisation Of Marine Clay Stabilized By Modified Polyurethane Under Static And Dynamic Loading With Microstructural Verification | Member | UTM | UTMFR | 60000 | 2020-01-01 00:00:00 | 2022-06-30 00:00:00 | Q.J130000.2551.21H42 |
| 4 | Stochastic Slope Modelling Under Antecedent Rainfall Effect | Member | UTM | UTMFR | 60000 | 2020-01-01 00:00:00 | 2022-06-30 00:00:00 | Q.J130000.2510.20H95 |
| 5 | 3-Dimensional Characterization Of Slope Failure Mechanism Due To Climate Change | Member | UTM | UTMFR | 70000 | 2020-01-01 00:00:00 | 2022-06-30 00:00:00 | Q.J130000.2516.20H90 |
| 6 | Characterization Of The Physical And Microstructural Properties Of Bio-Mediated Loose Sand | Member | UTM | FRGS | 124400 | 2019-09-01 00:00:00 | 2022-11-30 00:00:00 | R.J130000.7851.5F256 |
| 7 | Bio-Mediated Soil Improvement In The Mitigation Of Liquefiable Sandy Soil | Member | UTM | HIR | 75000 | 2018-04-01 00:00:00 | 2021-09-30 00:00:00 | Q.J130000.2451.04G57 |
| 8 | Soil-Lime Stabilisation For Low Volume Road | Member | UTM | GUP (TIER 1) | 48750 | 2018-02-01 00:00:00 | 2020-01-31 00:00:00 | - |
| 9 | Consolidation Behavior Of Soft Ground Treated With A Group Of Bottom Ash Columns | Member | UTM | GUP (TIER 1) | 50000 | 2018-02-01 00:00:00 | 2020-01-31 00:00:00 | Q.J130000.2522.19H75 |
| 10 | Quarry Blast Model For Rock Fragmentation | Member | UTM | GUP (TIER 1) | 49500 | 2018-02-01 00:00:00 | 2020-01-31 00:00:00 | Q.J130000.2522.19H81 |
| 11 | Accident Predictive Model For Malaysia Rural Road | Member | UTM | GUP (TIER 1) | 40000 | 2017-07-01 00:00:00 | 2019-06-30 00:00:00 | Q.J130000.2522.17H71 |
| 12 | Assessment On Reduced Thickness Of Tunnel Lining To Ensure Tunnel Stability In Soft Ground | Member | UTM | GUP (TIER 2) | 20000 | 2017-07-01 00:00:00 | 2018-09-30 00:00:00 | Q.J130000.2622.14J16 |
| 13 | Geotechnical Aspects Of Staggered Tunnel Lining With Segmental Joint Parameters To Improve The Prediction On Soil Surface Settlement | Member | UTM | PAS | 20000 | 2017-06-01 00:00:00 | 2018-05-31 00:00:00 | Q.J130000.2722.02K91 |
| 14 | Effect Of Particle Size And Grading Characteristic Of Sand On Liquefaction Resistance Of Sand Matrix Soils | Member | UTM | FRGS | 138000 | 2016-08-01 00:00:00 | 2018-07-31 00:00:00 | R.J130000.7822.4F849 |
| 15 | Fundamental Study On Bearing Capacity Of Geothermal Energy Piles In Tropical Soils | Member | UTM | GUP (TIER 1) | 40000 | 2016-10-01 00:00:00 | 2018-09-30 00:00:00 | Q.J130000.2522.16H04 |
| 16 | Assessment Of Soil Fabric And Partial Saturation Effect On Compressibility Behaviour Of Compacted Tropical Residual Soil | Member | UTM | GUP (TIER 1) | 50000 | 2016-07-01 00:00:00 | 2018-06-30 00:00:00 | Q.J130000.2522.14H29 |
| 17 | Strength And Cyclic Behaviour Of Recycled Blended Tiles Treated Soft Clay | Member | UTM | GUP (TIER 1) | 40000 | 2016-07-01 00:00:00 | 2018-06-30 00:00:00 | Q.J130000.2522.13H85 |
| 18 | Fundamental Effect Of Fines And Plasticity Towards Liquefaction Susceptibility Through Critical State Soil Mechanics Framework | Member | UTM | FRGS | 74000 | 2013-11-01 00:00:00 | 2014-10-31 00:00:00 | R.J130000.7822.4F316 |
| 19 | Physical And Numerical Modelling Of Ground Deformation Due To Tunnelling | Member | UTM | GUP (TIER 1) | 35000 | 2014-04-18 00:00:00 | 2016-04-17 00:00:00 | Q.J130000.2522.06H60 |
| 20 | Evaluation Of Stress Distribution Under Diametrical Compression Test On Rock | Member | UTM | GUP (TIER 1) | 50000 | 2015-05-01 00:00:00 | 2016-10-31 00:00:00 | Q.J130000.2522.10H88 |
| 21 | Relationship Between Shear Wave Velocity And Compressibility Indices Of Cohesive Soil Using Constant Rate Strain Equipped With Bender Element Devices | Member | UTM | FRGS | 86526 | 2014-12-01 00:00:00 | 2016-11-30 00:00:00 | R.J130000.7822.4F658 |