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Md Rajibul Karim
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State-of-the-art review of microbial-induced calcite precipitation and its sustainability in engineering applications
MM Rahman, RN Hora, I Ahenkorah, S Beecham, MR Karim, A Iqbal
Sustainability 12 (15), 6281, 2020
1492020
Predicting the long-term performance of a wide embankment on soft soil using an elastic-viscoplastic model
MR Karim, CT Gnanendran, SC Lo, J Mak
Canadian Geotechnical Journal 47 (2), 244-257, 2010
692010
A review of enzyme induced carbonate precipitation (EICP): The role of enzyme kinetics
I Ahenkorah, MM Rahman, MR Karim, S Beecham, C Saint
Sustainable Chemistry 2 (1), 92-114, 2021
572021
Enzyme induced calcium carbonate precipitation and its engineering application: A systematic review and meta-analysis
I Ahenkorah, MM Rahman, MR Karim, S Beecham
Construction and Building Materials 308, 125000, 2021
482021
Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis
MR Karim, G Manivannan, CT Gnanendran, SCR Lo
Canadian Geotechnical Journal 48 (5), 741-753, 2011
462011
A comparison of mechanical responses for microbial-and enzyme-induced cemented sand
I Ahenkorah, MM Rahman, MR Karim, PR Teasdale
Géotechnique Letters 10 (4), 559-567, 2020
442020
Equivalent state theory for mixtures of sand with non-plastic fines: a DEM investigation
N Barnett, MM Rahman, MR Karim, HBK Nguyen, JAH Carraro
Géotechnique 71 (5), 423-440, 2021
372021
Optimisation of chemical constituents on enzyme-induced carbonate precipitation in test-tube and soil
I Ahenkorah, MM Rahman, MR Karim, S Beecham
Geotechnical Research 8 (3), 66-84, 2021
342021
Unconfined compressive strength of MICP and EICP treated sands subjected to cycles of wetting-drying, freezing-thawing and elevated temperature: Experimental and EPR modelling
I Ahenkorah, MM Rahman, MR Karim, S Beecham
Journal of Rock Mechanics and Geotechnical Engineering 15 (5), 1226-1247, 2023
322023
Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework
N Barnett, MM Rahman, MR Karim, HBK Nguyen
Granular Matter 22, 1-24, 2020
312020
Optimization of enzyme induced carbonate precipitation (EICP) as a ground improvement technique
I Ahenkorah, MM Rahman, MR Karim, PR Teasdale
Geo-Congress 2020, 552-561, 2020
312020
Pull-out behaviour of steel grid soil reinforcement embedded in silty sand
MJI Alam, SR Lo, MR Karim
Computers and Geotechnics 56, 216-226, 2014
282014
Review of constitutive models for describing the time dependent behaviour of soft clays
MR Karim, CT Gnanendran
Geomechanics and Geoengineering 9 (1), 36-51, 2014
272014
Behaviour of piles subjected to passive subsoil movement due to embankment construction–A simplified 3D analysis
MR Karim
Computers and Geotechnics 53, 1-8, 2013
262013
Behaviour of piles subjected to passive loading due to embankment construction
MR Karim, R Lo, RCT Gnanendran
Canadian Geotechnical Journal 51 (3), 303-310, 2014
212014
Estimation of the hydraulic conductivity of soils improved with vertical drains
MR Karim, SCR Lo
Computers and Geotechnics 63, 299-305, 2015
182015
Sustainability assessment of using recycled aggregates in concrete block pavements
MM Rahman, S Beecham, A Iqbal, MR Karim, ATZ Rabbi
Sustainability 12 (10), 4313, 2020
162020
Fire resistance of cement mortar containing high volume fly ash
MA Hossain, MN Islam, MR Karim
31st conference on our world in concrete & structures, 16-17, 2006
142006
Consolidation and creep settlement of embankment on soft clay: prediction versus observation
SR Lo, MR Karim, CT Gnanendran
Geotechnical predictions and practice in dealing with geohazards, 77-94, 2013
132013
The failure modes of granular material in undrained cyclic loading: A critical state approach using DEM
R Kolapalli, MM Rahman, MR Karim, HBK Nguyen
Acta Geotechnica 18 (6), 2945-2970, 2023
122023
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