Dr Asadul Haque

Title: Senior Lecturer

Contact Information:

E-mail:asadul.haque@eng.monash.edu.au
Phone:+61 3 9905 4974
Fax:+61 3 9905 4944
Room:141
Building:60
Campus:Clayton

Teaching Commitments:

  • CIV2242: Introductory Geoengineering (Coordinator & Lecturer)
  • CIV4249: Foundation Engineering (Coordinator & Lecturer)
  • CIV4212: Civil Engineering Practice (Lecturer)
  • Program Director: Postgraduate Program in Infrastructure Engineering & Management

Qualifications:

BScEng(BITK), MEng(AIT), PhD(UoW), GCHE(Monash)

Research:

Railway track geotechnology; Laterally loaded piles in jointed rocks; Cyclic filtration behaviour of soils; Soil improvement using additives; Shear behaviour of jointed rocks.

Current research projects (students)

Research fellow/student supervised

Publications:

Book

  • Indraratna, B. & Haque, A. (2000). Shear Behaviour of Rock Joints. Balkema Publishers, Rotterdam, The Netherlands, 164p (ISBN 90 5809 3077).

Research Reports

  • Wilkinson, A., Haque, A. and Kodikara, J. (2007a). Soil improvement with industrial by-products. Civil Engineering Research Report No. RR6, Monash University, Australia, 66p (ISBN:978-0-9803199-6-5)
  • Wilkinson, A., Haque, A. and Kodikara, J. (2007b). Lime slurry pressure injection in high plasticity soils-a case study. Civil Engineering Research Report No. RR7, Monash University, Australia, 84p (ISBN:978-0-9803199-5-8)

Refereed Journals

  • Wilkinson, A., Haque, A. and Kodikara, J. (2009).Stabilization of Australian Clay Soils with Industrial By-Products: Part B. Proceedings of ICE-Ground Improvement, London (accepted)
  • Kodikara,J., Haque, A. & Lee, KY (2009). Theoretical p-y Curves for Laterally Loaded Single Piles in Undrained Clay Using Bezier Curves. Journal of Geotechnical & Geoenvironmental Engineering, ASCE (accepted)
  • Rex, S.,Chapman, M., Haque, A., Kamruzzaman, AHM, and Wilkinson, A. (2008d). Strength and compressibility behaviour of lime-slag treated Coode Island Silt. Australian Geomechanics, Vol 43, No.4, pp.31-40
  • Bouazza, A., Haque, A., & Wang,M.W. (2008c). Assessment of some hydraulic properties of slime slurries from sand mining pits using a modified triaxial cell. Geotechnical and Geological Engineering, DOI 10.1007/s10706-008-9216-1
  • Kamruzzaman, AHM., Haque, A. & Bouazza, A. (2008b). Filtration behaviour of granular soils under cyclic load. Geotechnique, ICE, London Geotechnique 58, No. 6, 517–522 [doi: 10.1680/geot.2007.00020]
  • James, R., Kamruzzaman, AHM., Haque, A. & Wilkinson, A. (2008a). Behaviour of lime-slag treated clay. Proceedings of ICE-Ground Improvement, London, Vol 161, Issue 4, pp. 207-216
  • Schult, M. B., Haque, A. & Ranjith, P.G. (2007a). Designing stiffened raft footing on non-engineered fill. Australian Geomechanics Journal, Vol 42, No.2, pp.97-107.
  • Haque, A., Kabir, E. & Bouazza, A. (2007b). Cyclic filtration apparatus for testing subballast under rail track. J. Geotechnical & Geoenvironmental Engineering,ASCE, Vol. 133, No.3, pp.338-341.
  • Kodikara, J., Lee, KY and Haque, A. (2006a).Theoretical prediction of p-y curves for laterally loaded piles in clay. Australian Geomechanics Journal, Vol.41, No.4, pp.69-77.
  • Kong, KH., Kodikara, J. and Haque, A. (2006b). Numerical modelling of the side resistance development of piles in mudstone with direct use of sidewall roughness. Int. J. Rock Mech. Mining Sciences, Vol. 43(6), pp.987-995.
  • Bouazza, A., Haque, A., Kwang, P.S., and Chapman, G. (2006c). Strength improvement of Coode Island Silt by the soil mixing method. Australian Geomechanics Journal, Vol. 41, No.3, pp. 101-106.
  • Kodikara, J., Kong, K.H. & Haque, A. (2006d). Numerical evaluation of side resistance of tapered piles in mudstone. Geotechnique, Institution of Civil Engineers, London, 56(7), pp.505-510.
  • Wilkinson, A., Haque, A., Kodikara, J., Christie, D. & Adamson, J. (2004a). Stabilisation of Reactive Subgrades by Cementitious Slurry Injection - a review. Australian Geomechanics Journal, Vol.39(4), pp.81-93.
  • Ranjith, PG., Fourar, M., Pong, SF. & Haque, A. (2004b). Characterisation of fractured rocks under uniaxial loading states. Int J Rock Mech. Min. Sci. & Geomech Abs. Vol. 41, Supplement 1, pp.43-48.
  • Indraratna, B. & Haque, A. (1999a). Triaxial equipment for measuring the permeability and strength of intact and fractured rocks. Geotechnique, Inst. of Civil Engineers, London Vol. 49, No.4, pp. 515-521.
  • Indraratna, B., Haque, A. & Aziz, N. (1999b). Shear behaviour of idealised infilled joints under constant normal stiffness. Geotechnique, Inst. of Civil Engineers, London, Vol. 49, No.3, pp. 331-355.
  • Indraratna, B., Haque, A. & Aziz, N. (1998). Laboratory modelling of the shear behaviour of soft joints under constant normal stiffness condition. J. Geotechnical and Geological Engineering, Vol. 16, pp. 17-44.
  • Indraratna, B., Haque, A. & Aziz, N. (1997). Experimental study of the shear behaviour of rock joints under constant normal stiffness conditions. Int. J. Rock Mech. & Min. Sci., Vol.34, Issues:3-4, pp.141.e1-141.e14.

Refereed ASCE Geotechnical Special Publications

  • Wilkinson, A., Haque, A. and Kodikara. J. (2006a). Factors affecting cementitious stabilisation in a range of geo-environments. Advances in Unsaturated Soil, Seepage, and Environmental Geotechnics. Geotechnical Special Publication No. 148, ASCE, pp. 323-328.
  • Kabir, E., Haque, A. and Bouazza, A. (2006b). Effect of cyclic loading on filtration behaviour of subballast materials. Advances in Unsaturated Soil, Seepage, and Environmental Geotechnics. Geotechnical Special Publication No. 148, ASCE, pp.180-186.
  • Mehic, M, Ranjith, PG., Choi, SK, and Haque, A. (2006c). The geomechanical behaviour of Australian Black coal under the effects of CO2 injection: Triaxial testing. Advances in Unsaturated Soil, Seepage, and Environmental Geotechnics. Geotechnical Special Publication No. 148, ASCE, pp. 290-297.
  • Indraratna, B., Vafi, F. & Haque, A. (1998). Experimental and analytical modelling of filtration in granular media. Filtration & Drainage in Geotechnical/Geoenvironmental Engineering, Geotechnical Special Publication Number 78, ASCE, pp. 89 - 106.

Refereed Conferences

  • Chong, W.L., Haque, A., Ranjith, P.G.,and Shahinuzzaman, A. (2009). Numerical Modelling of Laboratory Behaviour of Single Laterally Loaded Piles Socketed into Jointed Rocks. ICADD9, Singapore, 25-27 Nov 2009 (in press)
  • Chong, W.L., Haque, A., Ranjith, PG, and Shahinuzzaman, AKM. (2008). Lateral Load Capacity of Single Piles Socketed into Jointed Rock Mass – A Review. 1st SHIRMS, Perth, 16-19 Sept, 2008, Vol 1, pp. 297-309.
  • Haque, A., Kamruzzaman, AHM, Christie, D. and Bouazza, A. (2008). Towards a better design guideline of sub-ballast materials for filtration purpose under cyclic load,CORE, Perth, Australia pp. 611-616.
  • Wilkinson, A., Haque, A., Kodikara, J., Adamson, J. and Christie, D. (2007). Lime Slurry Pressure Injection of Railway Subgrades, 10th Australia-New Zealand Geotechnical Conference, Brisbane, Volume 2, pp. 192-197.
  • Yudan Y, Ranjith PG, Verma AK, Choi SK, and Haque A (2006a). A parametric study on flow of groundwater in fractured-porous media 3D simulation, 4th Asian Rock Mechanics Symposium (ARMS), Leung, CF & Zhou, YX. ed., Singapore, pp.284, full paper in CD-ROM.
  • Kong, KH, Haque, A, Kodikara, J. and Ranjith, PG (2006b). Numerical modeling of shear behaviour of inclined saw-tooth mudstone-concrete joint using FLAC. 4th Asian Rock Mechanics Symposium (ARMS), Leung, CF & Zhou, YX. ed., Singapore, pp.370, full paper in CD-ROM
  • Kabir, E., Haque, A. and Bouazza, A. (2006c). Effect of cyclic load on the design of subballast. Conference on Railway Engineering (CORE), Melbourne, pp. 181-184.
  • Rahman, M., Ranjith, P.G and Haque, A. (2005). Some aspects in wave propagation through fractured rock media. Proc. 6th Asia Pacific Conference on Shock & Impact Loads on Structures, Perth, Australia, pp.473-478.
  • Wilkinson, A., Haque, A., Kodikara, J., Adamson, J. & Christie, D. (2005). Physico-Chemical Aspects of Cementitious Slurry Design for the Stabilisation of Reactive Soils. Proc. ISSMFE Congress, Osaka, Japan, pp.1813-1816.
  • Haque, A. & Ranjith, PG. (2004). Laboratory and numerical modelling of shear behaviour of natural rock joints under CNS. 3rd ARMS, Kyoto, Japan, Vol.2, pp.1017-1020.
  • Kabir, E., Haque, A. & Bouazza, A. (2004). Filtration behaviour of capping-subgrade interface under dynamic loading. Geofiltrs 2004, South Africa, pp.347-357.
  • Ranjith, PG, Haque, A., Bouazza, A., Chong, YD., Hefney, AM., & Tan, WL. (2004). A parametric study on groundwater flow towards a tunnel: using finite difference method. EUROCK 2004, Austria.
  • Haque, A., Bouazza, A., & Kodikara, J. (2004). Filtration behaviour of cohesionless soils under dynamic loading condition. Proc. 9th ANZ conference in Geomechanics, Auckland, Vol 2, pp.867-873.
  • Haque, A. & Indraratna, B. (2003). Effect of roughness on the peak shear strength of clay infilled joints under constant normal stiffness. Proc. 10th ISRM Congress, South Africa, Vol 1, pp.481- 485.
  • Haque, A., Chan, K., Stone, P. & Christie, D. (2003). Modelling of track foundation behaviour at ZigZag tunnels near Lithgow, NSW. ISLyon03, pp.1345-1351.
  • Lee, K.Y., Kodikara, J. & Haque, A. (2003). Numerical analysis of model pile failure due to soil movement using FLAC3D. Proc. Asian Regional Conference in Geotechnical Engineering, Singapore, pp. 627-631.
  • Haque, A. & Indraratna, B. (2000). Numerical modelling of shear behaviour of rock joints. Geo-Eng 2000, Melbourne in CD.
  • Indraratna, B. & Haque, A. (1998). A study on shear behaviour of rock joints. 8th Anz Conference on Geomechanics, Hobart, Australia, Vol. 2, pp. 619-625.
  • Haque, A. & Kamruzzaman, AHM (1998). Improvement of soft Khulna soil by mixing admixtures. Proc. 13th South East Asian Geotechnical Conference, Taipei, pp. 309-314.
  • Indraratna, B. & Haque, A. (1998). Effect of infill on the shear behaviour of soft joints. Proc. 2nd Int. Symp. On Geotechnical Engineering of Hard Soils-Soft Rocks, Naples, Italy, Balkema Publishers, Rotterdam, Vol. 1, pp. 199-208.
  • Indraratna, B. & Haque, A. (1998). Laboratory evaluation of jointed rock mass permeability using high pressure triaxial apparatus. Proc. 3rd Int. Conf. Mechanics of Jointed and Faulted Rock (MJFR-3), Balkema Publishers, Rotterdam, pp. 561-566.
  • Indraratna, B., Haque, A. & Aziz, N. (1998). Comparative behaviour of simulated soft rock joints under direct shear and constant normal stiffness conditions. Int. Conf. Geomechanics/Ground Control in Mining & Underground Construction, Wollongong, Australia, Vol. 1, pp. 85-98.
  • Indraratna, B. & Haque, A. (1997). Shear behaviour of soft joints using large-scale shear apparatus. Environmental and safety concerns in underground constructions- Proc. 1st Asian Rock Mech. Symposium, Lee, Hi-Keun, Hyung-Sik Yang & So-Keul Chung (eds.), Balkema Publishers, Rotterdam, Vol.1, pp. 421-426.
  • Indraratna, B. & Haque, A. (1997). Effect of normal stiffness and strain rate on the shear strength of soft joints. Rock stress- Proceedings of an International Symposium, Saguwara, K & Obara, Y. (eds.), Kumomoto, Japan, Balkema Publishers, Rotterdam, pp. 315-320.
  • Indraratna, B., Haque, A. & Dunstone(1997). Design of rock bolt support for poor quality rocks based on case histories. Proc. Int. Symp. on Rock Support, Lillehammer, Norway, pp. 140-157.
  • Indraratna, B., Aziz, N. & Haque, A. (1997). Shear strength characteristics of soft rock joints based on constant normal stiffness testing. Proc.16th Int. Conf. on Ground Control in Mining, (Peng, S., ed.), Mongantown, U.S.A, pp. 267-273.
  • Honjo, Y., Haque, A.& Tsai, K.A. (1996). Self-filtration behaviour of widely and gap graded cohesionless soils. Proc. 2nd Int. Conf. on Geofilters, Montreal, Canada, pp.227-236.
  • Indraratna, B., Vafi, F. & Haque, A. (1996). Design of granular filters based on experimental and theoretical studies. Proc. 2nd Int. Conf. on Geofilters, Montreal, Canada, pp.1-10.
  • Indraratna, B., Vafi, F. & Haque, A.(1996). Laboratory and analytical modelling of granular filters. Proc. 7th ANZ Conf. on Geomechanics, Adelaide, Australia, pp. 80-85.

Short Resume:

Dr. Haque has more than 10 years of teaching and professional experience in the field of geotechnical engineering. Prior to join Monash University in June 2002, Dr. Haque worked as an Experienced Geotechnical Engineer for Rail Infrastructure Corporation (RIC) of NSW since 1999. He gained substantial professional experience through a wide variety of geotechnical engineering projects on slope stability, embankments, numerical modelling in geomechanics, bridge foundations, track geotechnology, geotechnical investigation and monitoring, and reporting. Dr Haque is very much interested in pursuing an academic career blended with field experience. He is currently involved in research on filtration behaviour of granular materials under cyclic loading, soil improvement using additives, rock joints, railway geotechnics, and laterally loaded piles in jointed rocks.