Updated : 04/04/2016
- Backanalysis of Rainfall Induced Landslide In Sabah By Perisi Model – Siti Jaharabinti Matlan
- Comparative Analysis Of Optimised Static And Multi-Time Fixed Traffic Signal Timings – Nor Iza Iffazun Bte Mohamed Ibrahim
- Comparison Of Back Analysis And Measured Lateral Displacement Of Cantilever Diaphragm Wall – Faudziah Bt Shukor
- Correlation Between Uniaxial Compressive Strength And Point-Load Index Strength – Parameswary A/P Sundara
- Deformation Analysis Of Reinforced Earth Wall Subjected To Applied Loads – Sia Ee Hou
- Effect Of Layering On Slope Instability Induced By Rainfall – Chan Kok Weng
- Improving Soil Properties To Prevent Surficial Slope Failure – Saman Daneshmand
- Performance Of Full Scale Embankment On Soft Clay Reinforced With Bamboo-Geotextile Composite At The Interface – Hasnita Bt. Hirman
- Performance Of Full Scale Embankment On Soft Clay Reinforced With High Strength Geotextile At The Interface – Mohd Zulkifli Mohd Hanipiah
- Performance Of Multi-Propped Deep Excavation In Kenny Hill Formation – Law Kim Hing
- Rippability Assessment Of Quartzite – Chan Sook Huei
- Soil-Root Interaction And Effect On Slope Stabilization – Iman Farshchi
- The Effectiveness Of Electrodes Types On Electro- Osmosis In Kahang Clay – Siti Sarah Binti Adnan
- Backanalysis Of Rainfall Induced Landslide In Sabah By Perisi Model : Siti Jahara Matlan
- Comparative Analysis Of Optimised Static & Multi-Times Fixes Traffic Signal Timings : Nor Iza Iffazun Mohamed I
- Comparison Of Back Analysis And Measured Lateral Displacement Of Cantilever Diaphragm Wall : Faudziah Shukor
- Compression Characteristcs Of Lime Stabilized Cohesive Soil : Fathi Mohammed Ashila
- Correlation Between Uniaxial Compressive Strength And Point – Load Index Strength : Parameswary
- Deformation AnalysisOf Reinforced Earth Wall Subjected To Applied Loads : Sia Ee Hou
- Effect Of Layering On Slope Instability Induced By Rainfall : Chan Kok Weng
- Improving Soil Properties To Prevent Surficial Slope Failure : Saman Daneshmand
- Performance Of Full Scale Embankment On Soft Clay Reinforced With Bamboo Geotextile Composite At The Interface : Hasnita Hirman
- Performance Of Full Scale Embankment On Soft Clay Reinforced With High Strength Geotextile At The Interface : Mohd Zulkifli Mohd Hanipiah
- Performance Of Mat (Or Raft) Foundations Due To Settlement Problem : Rozaimi Mohd Noor
- Rippability Assessment Of Quartzite : Chan Sook Huei
- Seepage And Slope Stability Analysis Of Earthfill Embankment Dam : Teo Koon Hau
- SettlementOf Embankment On Prefabricated Vertical Drain Treated Soft Ground : Abdul Razak Ali
- Soil Root Interaction And Effect On Slope Stabilization : Iman Farshchi
- The Effectiveness Of Electrodes Type On Electro Osmosis In Kahang Clay : Siti Sarah Adnan
- The Interpretation Of Full Scale Instrumented Load Testing And The Prediction Of Settement For Single Bored Pile : Salsabila Ab Aziz
- Ultimate Unit Skin Resistance Evaluation Using Global Strain Extensometer For Cast In Situ Pile : Amir Hamzah Mustapha