Publications
1. IndubhushanPatnaikuni, David W. Law and Muhammad Mukhlesur Rahman, (2017). Clay
Based Geopolymer as Sustainable Construction Material, International Journal of Emerging
Technology and Advanced Engineering.
2 . Muhammad Mukhlesur Rahman, David W. Law and IndubhushanPatnaikuni, Clay Based
Geopolymer Concrete - a state-of - the- art review, Journal of Advanced Concrete
Technology. (Under review).
3. Rahman M. M. and Jumaat M.Z. (2013),“The Effect of CFRP Laminate Length for
Strengthening the Tension Zone of the Reinforced Concrete T-Beam”, Journal of Scientific
Research and Reports. Vol 2(2),pp. 626-640.
4. Rahman M. M. and Rahman M. W. (2013), “Simplified method of strengthening RC
continuous T beam in the hogging zone using carbon fiber reinforced polymer laminate – A
numerical investigation”, Journal of Civil Engineering Construction Technology, Vol. 4(6),
pp. 174-183.
5. Islam A.B.M.S., Jameel M., Jumaat M.Z. and Rahman M. M. (2013), “Optimization in
Structural Altitude for Seismic Base Isolation at Medium Risk Earthquake Disaster Region”,
Disater Advances , vol. 6(1), pp. 23 – 35.
6. Jumaat M.Z., Rahman M. A., Alam M.A. and Rahman M. M. (2011), “Premature
failures in plate bonded strengthened RC beams with an emphasis on premature shear: A
review”, International Journal of the Physical Sciences, vol. 6(2), pp. 156 – 168.
Page 3 of 6
7. Jumaat M.Z., Rahman M. M. and Rahman M. A. (2011), “Review on bonding techniques
of CFRP in strengthening concrete structures”, International Journal of the Physical Sciences,
vol. 6(15), pp.3567-3575
8. Jumaat M. Z., Rahman M. M. and Alam M. A. (2010), “Flexural strengthening of RC
continuous T beam using CFRP laminate: A review”, International Journal of the Physical
Sciences, vol. 5(6), pp. 619-625.
9. Rahman M. M. and Jumaat M.Z. (2013),“The Behaviour of Flexurally Strengthened RC- T
BeamsConsidering the Constraints Caused by Columns”, Physical Review and Research
International. (In press Corrected Proof).
10. Rahman M. M. and Jumaat M.Z. (2013), “Identifying the Most Effective Orientation of the
CFRP Laminate for Strengthening the Tension Face of the RC T- Beams”, Physical Review
and Research International.(In press Corrected Proof).
11. Rahman M. M. and Jumaat M.Z. (2013), “Response to technical report 55 regarding CFRP
laminate length for strengthening the tension zone of the reinforced concrete T-beam”,
Journal of Scientific Research and Reviews.(In press Corrected Proof).
