Publications

Publications

  1. Application of Air Borne Laser Scanning and Ortho-Rectified Photograph in Geomorphological Mapping Works
  2. Application Of Biotechnology and Cost-Effective Eco-Friendly Solutions to Prevent Unwarranted Slope Failures by Using Vetiver Grass, Geosynthetic Cover and Plate Piles
  3. Area Based Slope Hazard and Risk Assessment in Hulu Klang, Malaysia
  4. Determination of Shear Strength Parameters of Unsaturated Sedimentary Residual Soils for Slope Stability Analyses
  5. Effect Of Perched Water Table on Slope Stability in Unsaturated Soils
  6. Effect Of Surface Cover on Water Infiltration Rate and Stability of Cut Slope in Residual Soils
  7. Enhancing Legal, Planning, Design, Construction and Maintenance Framework as Part of Loss Reduction Measures to Prevent Slope Failures
  8. Field And Laboratory Studies on Some Characteristic of An Unsaturated Residual Soil
  9. Field Measurement of Soil Suction on Slope in Unsaturated Soil
  10. Field Suction Variation with Rainfall on Cut Slope in Weathered Sedimentary Residual Soil
  11. Infiltration Characteristics of Unsaturated Residual Soils of Various Weathering Grades
  12. Influence Of Soil Suction on Shear Strength of Residual Soils
  13. Initial Surmises from A Field Study of Suction Behavior of Tropical Unsaturated Residual Soils
  14. Matric Suction and Slope Engineering
  15. Measurement of Suction and Infiltration on Slopes of Unsaturated Residual Soils
  16. National Slope Master Plan – Loss Reduction Measures
  17. Perched Water Table Consideration in Slope Stability
  18. Rainfall Infiltration, Soil Matric Suction and Slope Engineering
  19. Remedial Measures Adopted for Slope Failure at Bukit Antarabangsa, Malaysia
  20. Shear Strength of Partially Saturated Sedimentary Residual Soils with Respect to Soil Weathering Grades
  21. Shear Strength of Unsaturated Tropical Residual Soils and Slope Instability
  22. Shear Strength on Tropically Weathered Sedimentary Residual Soils with Respect to Weathering Grades
  23. Slope Field Mapping and Findings at Ulu Klang Area, Malaysia
  24. Slope Geomorphological Mapping and Landslide Prevention
  25. Slope Instrumentation in Different Types of Residual Soils
  26. Slope Stability Enhancement by Sustaining Matrix Suction During Rainfall Using Geosynthetic
  27. Soil Suction and Infiltration Comparison Between Measured and Computer Prediction
  28. Soil-Water Characteristics Relationship for Unsaturated Residual Soils
  29. Suction And Infiltration Measurement on Cut Slope In Highly Heterogeneous Residual Soil
  30. Suction Variation and Infiltration Characteristic of Slope in Highly Heterogeneous Residual Soil
  31. Suction Variation and Infiltration Characteristic of Slope in Highly Heterogeneous Soil
  32. The Role of Suction of Partially Saturated Residual Soils on Slope Stability
  33. Undertaking Loss Reduction Measures to Prevent Slope Failures
  1. Constructing Sanitary Landfill Over Very Soft Ground with Very High-Water Table, Next to Melaka River, In Melaka, Malaysia
  2. Construction Shortfall and Forensic Investigation on Soft Ground
  3. Evaluating Interface Properties and Predicting Landfill Liner Stability Under Static and Seismic Loading
  4. Evaluating Interface Properties of Geomembrane and Compacted Clay Liners for Landfill Liner Stability
  5. Interface Parameter Evaluation of Landfill Liners
  6. Interface Performance of Landfill Liners
  7. Interface Performances of Geotextiles, Geomembranes, GCLs and CCLs for Landfill Liner Stability
  8. Interface Shear Strength of Composite Landfill Liner
  9. Interface Shear Stress Parameter Evaluation for Landfill Liner Using Modified Large Scale Shear Box
  10. Laboratory Study of Interface Characteristics of Landfill Liners
  11. Landfill Interface Study on Liner Member Selection, Stability Assessment, And Factor of Safety Predictions with Seismic Loading
  12. Landfill Liner Interface Parameters and Member Selection with Stability Assessment, and Factor of Safety Predictions with Seismic Loading
  13. Landfill Liners Interface Performances Under Optimum Moisture Condition and At Saturated or Wet Condition
  14. Landfill Liners Stability Assessment Using Interface Parameters
  15. Large Scale Shear Test on Interface Shear Performance of Landfill Liner Systems
  16. Performance Of Landfill Liners Under Dry and Wet Conditions
  17. Performances Of Landfill Liners Under Optimum Moisture Conditions
  18. Vertical Expansion of Hazardous Waste Landfill, By Utilizing Bottom Ash from Coal Fired Power Plant As 24m High Retaining Wall Geogrid Construction Material
  19. Vertical Expansion of Landfill by Creating High Free Standing Containment Wall to Increase Landfill Life Span with Coordinated Leachate and Storm Water Management System
  1. Reinforced Earth Retaining Structure (Patent No: 20024225)
  2. Express Flood Mitigation Works using Elevated and or at Ground Level with Tunnel Integrated Large Scale Aqueduct with Numerous Functions, with Main Function to Divert Flood Water or River Water Away from Cities in Order to Fight or Mitigate Flood Events and Effect of Global Warming, with Discharge Invert Levels to the Sea Higher than High Tide Levels (Patent No: PI 2017704570)
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