Publications

Application of Air Borne Laser Scanning and Ortho-Rectified Photograph in Geomorphological Mapping Works
Application Of Biotechnology and Cost-Effective Eco-Friendly Solutions to Prevent Unwarranted Slope Failures by Using Vetiver Grass, Geosynthetic Cover and Plate Piles
Area Based Slope Hazard and Risk Assessment in Hulu Klang, Malaysia
Determination of Shear Strength Parameters of Unsaturated Sedimentary Residual Soils for Slope Stability Analyses
Effect Of Perched Water Table on Slope Stability in Unsaturated Soils
Effect Of Surface Cover on Water Infiltration Rate and Stability of Cut Slope in Residual Soils
Enhancing Legal, Planning, Design, Construction and Maintenance Framework as Part of Loss Reduction Measures to Prevent Slope Failures
Field And Laboratory Studies on Some Characteristic of An Unsaturated Residual Soil
Field Measurement of Soil Suction on Slope in Unsaturated Soil
Field Suction Variation with Rainfall on Cut Slope in Weathered Sedimentary Residual Soil
Infiltration Characteristics of Unsaturated Residual Soils of Various Weathering Gradesv
Influence Of Soil Suction on Shear Strength of Residual Soils
Initial Surmises from A Field Study of Suction Behavior of Tropical Unsaturated Residual Soils
Matric Suction and Slope Engineering
Measurement of Suction and Infiltration on Slopes of Unsaturated Residual Soils
National Slope Master Plan – Loss Reduction Measures
Perched Water Table Consideration in Slope Stability
Rainfall Infiltration, Soil Matric Suction and Slope Engineering
Remedial Measures Adopted for Slope Failure at Bukit Antarabangsa, Malaysia
Shear Strength of Partially Saturated Sedimentary Residual Soils with Respect to Soil Weathering Grades
Shear Strength of Unsaturated Tropical Residual Soils and Slope Instability
Shear Strength on Tropically Weathered Sedimentary Residual Soils with Respect to Weathering Grades
Slope Field Mapping and Findings at Ulu Klang Area, Malaysia
Slope Geomorphological Mapping and Landslide Prevention
Slope Instrumentation in Different Types of Residual Soils
Slope Stability Enhancement by Sustaining Matrix Suction During Rainfall Using Geosynthetic
Soil Suction and Infiltration Comparison Between Measured and Computer Prediction
Soil-Water Characteristics Relationship for Unsaturated Residual Soils
Suction And Infiltration Measurement on Cut Slope In Highly Heterogeneous Residual Soil
Suction Variation and Infiltration Characteristic of Slope in Highly Heterogeneous Residual Soil
Suction Variation and Infiltration Characteristic of Slope in Highly Heterogeneous Soil
The Role of Suction of Partially Saturated Residual Soils on Slope Stability
Undertaking Loss Reduction Measures to Prevent Slope Failures

Constructing Sanitary Landfill Over Very Soft Ground with Very High-Water Table, Next to Melaka River, In Melaka, Malaysia
Construction Shortfall and Forensic Investigation on Soft Ground
Evaluating Interface Properties and Predicting Landfill Liner Stability Under Static and Seismic Loading
Evaluating Interface Properties of Geomembrane and Compacted Clay Liners for Landfill Liner Stability
Interface Parameter Evaluation of Landfill Liners
Interface Performance of Landfill Liners
Interface Performances of Geotextiles, Geomembranes, GCLs and CCLs for Landfill Liner Stability
Interface Shear Strength of Composite Landfill Liner
Interface Shear Stress Parameter Evaluation for Landfill Liner Using Modified Large Scale Shear Box
Laboratory Study of Interface Characteristics of Landfill Liners
Landfill Interface Study on Liner Member Selection, Stability Assessment, And Factor of Safety Predictions with Seismic Loading
Landfill Liner Interface Parameters and Member Selection with Stability Assessment, and Factor of Safety Predictions with Seismic Loading
Landfill Liners Interface Performances Under Optimum Moisture Condition and At Saturated or Wet Condition
Landfill Liners Stability Assessment Using Interface Parameters
Large Scale Shear Test on Interface Shear Performance of Landfill Liner Systems
Performance Of Landfill Liners Under Dry and Wet Conditions
Performances Of Landfill Liners Under Optimum Moisture Conditions
Vertical Expansion of Hazardous Waste Landfill, By Utilizing Bottom Ash from Coal Fired Power Plant As 24m High Retaining Wall Geogrid Construction Material
Vertical Expansion of Landfill by Creating High Free Standing Containment Wall to Increase Landfill Life Span with Coordinated Leachate and Storm Water Management System

Challenges And Health Risk Faced by Tamil School Students in Malaysia with Immediate Need for ICT Interference
Raspberry PI Future Outlook for Tamil
Scalable And Sustainability of Teaching Information and Communication Technology (ICT) Skills and Managing Schools Using Open-Source Computing
Server Based Open-Source Computing for Tamil Schools in Malaysia
Teaching Tamil and Managing Tamil Schools Using Open-Source Computing
The Need for Integration of ICT And Physical Infrastructure of School Development for The Growth of Tamil
Thin Client and Server Based Computing to Provide Integrated School and Class Room Management System in Malaysian Tamil Schools

Characteristic of Unsaturated Residual Soil (ISDN No: 978-3-639-26220-9)

Reinforced Earth Retaining Structure (Patent No: 20024225)
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)