| Mobile: | +8801811455061 |
| Email: | [email protected] |
| Office: | 09666327616, |
| Address: | House-2, Road-4, Block-A, Section-10, Mirpur, 1216, Pallabi, Dhaka |
| Field of interest: | Geotechnical Engineering |
| Field of specialization: | Geotechnical Engineering |
| # | Degree | Institute | Year | Discipline & Field |
|---|---|---|---|---|
| 1 | SSC | Palli Mangal High School | 1984 | Science |
| 2 | HSC | BL College | 1986 | Science |
| 3 | B.Sc. in Eng. | Bangladesh University of Engineering and Technology (BUET) | 1993 | Civil Engineering |
| 4 | M. Eng. | Bangladesh University of Engineering and Technology (BUET) | 1996 | Transportation Engineering |
| 5 | PhD | Universiti Kebangsaan Malaysia (UKM) | 1999 | Geotechnical Engineering |
| # | Year | Title | Authors | Event |
|---|---|---|---|---|
| 1 | 2010 | Effect of rainfall on matric suction and stability of a residual granite soil slope. | Hossain, M. K. | DUET Journal |
| 2 | 2002 | Reduced triaxial extension test on granite residual soil | *Taha, M. R., Mofiz, S. A , & Hossain, M. K. | Journal of Institution of Engineers, Malaysia, Vol. 63, No. 2. pp.2-9. |
| 3 | 2001 | Field stress path simulation of rainfall induced slope failure in granite residual soil. | *Taha, M. R., Hossain, M. K., & Mofiz, S. A. | Journal of Institution of Engineers, Malaysia, Vol. 62, No. 3. pp.19-25. |
| 4 | 2001 | Behaviour and modeling of granite residual soil in direct shear test. | *Taha, M. R., Mofiz, S. A , & Hossain, M. K. | Journal of Institution of Engineers, Malaysia, Vol. 62, No. 4. pp.21-36. |
| 5 | 2000 | Effect of matric suction on the shear strength of unsaturated granite residual soil. | *Taha, M. R., Hossain, M. K., & Mofiz, S. A. | Journal of Institution of Engineers, Malaysia, Vol. 61, No. 2. pp.27-40. |
| 6 | 2000 | Drained and undrained behaviour of saturated granite residual soil. | *Taha, M. R., Hossain, M. K., & Mofiz, S. A. | Journal of Institution of Engineers, Malaysia, Vol. 61, No. 3. pp.1-14. |
| 7 | 1999 | Geotechnical behaviour of a Malaysian residual soil. | *Taha, M. R., Hossain, M. K., Chik, Z. & Nayan, K. A. M. | Pertanika Journal of Science and Technology. Vol. 7, No. 2. pp.151-169. |
| # | Year | Title | Authors | Event |
|---|---|---|---|---|
| 1 | 2009 | Problems and potentiality of garment waste product: A case study of Dhaka in Bangladesh. | S. Shams, A. K. M. S. Islam and K. Hossain. | Proc. of the International Conference on solid waste management, Technical, Environmental and socio-economic contest-WasteSafe2009, Vol. 1, pp. 395-400. |
| 2 | 2000 | Shear strength behaviour of unsaturated granite residual soil. | *Taha, M. R., Mofiz, S. A. & Hossain, M. K. | Asian conference on unsaturated soils, 18-19 May, Singapore, pp.575-580. |
| 3 | 1999 | Geotechnical behaviour of granite residual soils. | *Taha, M. R., Chik, Z., Nayan, K. A. M. & Hossain, M. K. | Research bulletin, UKM, No. 6, pp. 4-5. |
| 4 | 1999 | Model simulation of residual soil in triaxial extension tests. | *Taha, M. R., Mofiz, S. A., Hossain, M. K., & Asmira, S. M. | Geotropika? 99 Conference, Puteri Pan Pacific Hotel, 22-24 November, Faculty Kejuruterran Awam, UTM Johor, Malaysia, pp. 105-114. |
| 5 | 1999 | Ciri kekuatan tanah baki granite Malaysia. | *Taha, M. R., Hossain M. K., Syed, A. M., Asmirza, S. M., Chik, Z., Nayan, K. A. M. & Kasa, A. | Seminar IRPA-UKM, Awana resorts, Genting Highlands, Malaysia, pp. 591-595. |
| 6 | 1999 | Behaviour of georeinforced residual soil in triaxial test. | *Taha, M. R., Mofiz, S. A. & Hossain, M. K. | World Engineering Congress?99 ? Towards the Engineering Visions: Global Challenges & Issues, Kuala Lumpur, Malaysia. pp. 175-180. |
| 7 | 1998 | Strength of undisturbed decomposed granite residual soil. | *Taha, M. R. and Hossain, M. K.. | Proc. of 13th Southeast Asian Geotechnical Conference, Taiwan. Vol. 1, pp. 177-181. |
| # | Type | Organization | Membership Code |
|---|---|---|---|
| 1 | Fellow | IEB | F-6696 |
| # | Programme | Awarded Students | Running Students |
|---|---|---|---|
| 1 | B.Sc. | 2250 | 480 |
| 2 | M.Sc. | 2 | 2 |