Conference Proceedings


  1. Osman R., Rashid A.S.A.(2020). Geotechnical Characteristics of Tanjung Bin Coal Bottom Ash. The 1st International Conference of Science, Engineering and Technology, Penang, Malaysia.
  2. Ismail A., Rashid A.S.A. (2020). Application of Photogrammetric Technique in Determination of Rock Slope Stability of Quarry. The 1st International Conference of Science, Engineering and Technology, Penang, Malaysia.
  3. Rashid A.S.A., Kassim, K.A., Pin, T.B., Abdullah, R.A., Mohammad H. (2017). Application of Distributed Fibre Optic Sensor in Instrumented Pile Load Test. The 10th AUN/SEED-Net Regional Conference on Geological and Geo-Resource Engineering, Phnom Penh, Cambodia.
  4. Yamusa Bello Yamusa, Kamarudin Ahmad*, Ahmad Safuan A. Rashid, Norhan Abd Rahman (2017). Review on Fundamental Engineering Properties of Compacted Laterite Soil. The 2nd International Conference on Separation Technology, Universiti Teknologi Malaysia, Skudai, Johor.
  5. N. Mat Said, A.S.A.Rashid, N.Z. Mohd Yunus (2016). Settlement measurement of soft soil by close range photogrammetry and particle image velocimetry technicque. The 11 th International of Civil Engineering Post Graduate Conference – The 1st International Symposium on Expertise of Engineering Design (SEPKA-ISEED’16).
  6. Ganiyu, A.A., Rashid, A.S.A., Osman, M.H.(2016). Model test on the axial capacity of displacement ribbed piles GEOCON, 2016.
  7. Bunawan, A.R, Mahin, M.A.H., Hezmi, M.A., Kassim, A., Rashid, A.S.A. (2016).Development of slope monitoring device using accelerometer GEOCON, 2016.
  8. S. Braim, S. N. A. Syed Ahmad, A. S. A Rashid & H. Mohamad (2015). Settlement of Strip Footing on Sandy Soil Due To Eccentricty, SEE, Tokyo.
  9. Nazir, K. Faizi, A. S. A. Rashid & A.R. Ismail (2014) Application of Particle Image Velocimetry to Evaluate Failure Mechanism of Reaction Pile in Loose Sand, Annual Conference on Engineering and Information Technology (ACEIT), Tokyo.
  10. Foroutan, A. Kassim, A.S.A.Rashid (2013) Coupling effect of scution variation on riversidebank stability, GEOCON 2013.
  11. Abdullah, M.F.M. Amin, A.S.A.Rashid (2013) Discrete element modelling in rock slope stability analysis, GEOCON 2013.
  12. Yaacob, M.R.Hainin, A.S.A.Rashid, F.L.Chang (2013) Quantifying pavement interface bond strength trought different approaches – a compiliation of testing device, GEOCON 2013.
  13. H.Yunasa, A. Kassim, A.S.A.Rashid (2013) Influence of transport layer slope under rainfall infiltration, GEOCON 2013.
  14. S.A.Rashid, N. Ali, R. Kalatehjari (2013) A Comparative Study on Three- Dimensional and Two-Dimensional Slope Stability Analysis in Calculating the Value of Factor of Safety, GEOCON 2013.
  15. Yaacob, M.R.Hainin, A.S.A.Rashid, F.L.Chang (2013) Overview on the factors affecting pavement interlayers bond strength. International Congress on Engineering and Information ICEA.
  16. Ahmad Safuan A Rashid and Jonathan A Black (2013) Bearing capacity of soil reinforced with soil-cement columns formed by the deep mixing method,Third international conference on geotechnique, construction materials and environment, Nagoya, Japan.
  17. S.A.Rashid, H. Yaacob, A.R.Bunawan, Z. Zainudin (2013) Relationship between liquidity index and strength of stabilised laterite, GEOCON 2013.
  18. S.A.Rashid (2008) ‘Behaviour of Deep Mixing Method as a Foundation’ 10th Young Geotechnical Engineerings’ Symposium, 25-27th June 2008.
  19. S.A.Rashid, M.A.Hezmi, K.Ahmad, K.A.Kassim, (2006) Determination of Plastic Limit of Soil Using Modified Cone Penetration Method, National Seminar on Civil Engineering Research (SEPKA)
  20. S.A.Rashid, M.A.Hezmi, K.Ahmad, K.A.Kassim, (2006) Comparison Between River San and Standard (Silica) for Field Density Testing Sand Replacement Method, National Seminar on Civil Engineering Research (SEPKA)
  21. S.A.Rashid, M.A.Hezmi, K.Ahmad, K.A.Kassim, (2006) Effect of Dispersion Agent Solution on Tropical Residual Soil Particle Size Distribution, National Seminar on Civil Engineering Research (SEPKA)
  22. S.A.Rashid, K.A.Kassim, A.Katimon (2007) Determination of Plastic Limit of Soil Using Fall Cone and Rolling Device, Civil Engineering Seminar (AWAM 07).