| 1. | Polishing Stone Value for Malaysian Aggregate : Vote : UPP 61201(1989) – RM20,000.00 |
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| 2. | The Effectiveness of Lime Gypsum Column as a Soil Stabilizing Technique Vote : UPP 64622 (1995) – RM 20,000.00 |
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| 3. | The Effect of Silica Sand in Mining Clay Vote : UPP61745(1995) – RM 20,000 |
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| 4. | The Effect of Shape Factor for Laterally Loaded Short Pile Design in Sand Vote : UPP 61738 (1996) – RM 20,000.00 |
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| 5. | The Uplift Capacity of Pile in Sand Vote : UPP 71179 (1997) – RM 20,000.00 |
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| 6. | Effect of soil Settlement Due to Groundwater Fluctuation Vote : UPP 71194 (1997) – RM 20,000.00 |
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| 7. | The Uplift Capacity of Enlarged Based Pile in Sand Vote : RMC 71730(2001) – RM 20,000.00 |
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| 8. | Behaviour of Compacted Cement Layered Soils in Undrained and Drained Condition Vote : UPP 61627 (1995) – RM 20,000.00 |
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| 9. | Analysis Appraisal of Laterally Loaded Short Pile in Sand Using Finite Element Method Vote : RMC 71824 (2002) – RM 20,000.00 |
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| 10. | Uplift Response of Symmetrical Horizontal Anchor Plate into Grid-Fixed Reinforced(GFR) Cohesion less Soil Vote : Q.J130000.7122.02J01 (2011-2012) – RM 40,000.00 |
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| 11. | Fundamental Works on Effect of Pile-Soil Interaction Using Low Strain Pile Integrity Test. Vote : R.J130000.7822.4F118 (2012-2014) – RM 90,080.00 |
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| 12. | Application Of Shallow Foundation For Construction In Industrialized Building System Vote : 06-01-06-SF1180(2013-2015) –RM178,700.00 |
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| 13. | Determination Of Failure Mechanism For Uplift Capacity In Sand Using Particle Image Velocimetry (Piv) Vote: ERGS/1/2013/TK03UTM/02/5 (2013-2015) – RM113,600.00 |
