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Publications

Engineering & Technology Publications:
Insights by Nexus EC

  1. Application Of Biotechnology and Cost-Effective Eco-Friendly Solutions to Prevent Unwarranted Slope Failures by Using Vetiver Grass, Geosynthetic Cover and Plate Piles 

  2. Area Based Slope Hazard and Risk Assessment in Hulu Klang, Malaysia

  3. Determination of Shear Strength Parameters of Unsaturated Sedimentary Residual Soils for Slope Stability Analyses

  4. Effect Of Perched Water Table on Slope Stability in Unsaturated Soils

  5. Effect Of Surface Cover on Water Infiltration Rate and Stability of Cut Slope in Residual Soils

  6. Enhancing Legal, Planning, Design, Construction and Maintenance Framework as Part of Loss Reduction Measures to Prevent Slope Failures

  7. Field Suction Variation with Rainfall on Cut Slope in Weathered Sedimentary Residual Soil

  8. Infiltration Characteristics of Unsaturated Residual Soils of Various Weathering Grades

  9. Influence Of Soil Suction on Shear Strength of Residual Soils

  10. Initial Surmises from A Field Study of Suction Behavior of Tropical Unsaturated Residual Soils

  11. Matric Suction and Slope Engineering

  12. Measurement of Suction and Infiltration on Slopes of Unsaturated Residual Soils

  13. Rainfall Infiltration, Soil Matric Suction and Slope Engineering

  14. Remedial Measures Adopted for Slope Failure at Bukit Antarabangsa, Malaysia

  15. Shear Strength of Partially Saturated Sedimentary Residual Soils with Respect to Soil Weathering Grades

  16. Slope Field Mapping and Findings at Ulu Klang Area, Malaysia

  17. Slope Geomorphological Mapping and Landslide Prevention

  18. Slope Stability Enhancement by Sustaining Matrix Suction During Rainfall Using Geosynthetic

  19. Soil Suction and Infiltration Comparison Between Measured and Computer Prediction

  20. 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 Shear Strength of Composite Landfill Liner
  8. Interface Shear Stress Parameter Evaluation for Landfill Liner Using Modified Large Scale Shear Box
  9. Laboratory Study of Interface Characteristics of Landfill Liners
  10. Landfill Interface Study on Liner Member Selection, Stability Assessment, And Factor of Safety Predictions with Seismic Loading
  11. Landfill Liner Interface Parameters and Member Selection with Stability Assessment, and Factor of Safety Predictions with Seismic Loading
  12. Landfill Liners Stability Assessment Using Interface Parameters
  13. Large Scale Shear Test on Interface Shear Performance of Landfill Liner Systems
  14. Performance Of Landfill Liners Under Dry and Wet Conditions
  15. Performances Of Landfill Liners Under Optimum Moisture Conditions
  16. Vertical Expansion of Hazardous Waste Landfill, By Utilizing Bottom Ash from Coal Fired Power Plant As 24m High Retaining Wall Geogrid Construction Material
  17. 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. Challenges And Health Risk Faced by Tamil School Students in Malaysia with Immediate Need for ICT Interference
  2. Raspberry PI Future Outlook for Tamil
  3. Server Based Open-Source Computing for Tamil Schools in Malaysia
  4. Teaching Tamil and Managing Tamil Schools Using Open-Source Computing
  5. The Need for Integration of ICT And Physical Infrastructure of School Development for The Growth of Tamil
  6. Thin Client and Server Based Computing to Provide Integrated School and Class Room Management System in Malaysian Tamil Schools
  1. Characteristic of Unsaturated Residual Soil (ISDN No: 978-3-639-26220-9)

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