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Md. Mizanur Rahman
Md. Mizanur Rahman
Professor in Geotechnical Engineering, University of South Australia
Bestätigte E-Mail-Adresse bei unisa.edu.au - Startseite
Titel
Zitiert von
Zitiert von
Jahr
On equivalent granular void ratio and steady state behaviour of loose sand with fines
MM Rahman, SR Lo, CT Gnanendran
Canadian Geotechnical Journal 45 (10), 1439-1456, 2008
3292008
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
1782020
Modified state parameter for characterizing static liquefaction of sand with fines
DC Bobei, SR Lo, D Wanatowski, CT Gnanendran, MM Rahman
Canadian Geotechnical Journal 46 (3), 281-295, 2009
1742009
Equivalent granular state parameter and undrained behaviour of sand–fines mixtures
MM Rahman, SR Lo, MAL Baki
Acta Geotechnica 6, 183-194, 2011
1732011
The prediction of equivalent granular steady state line of loose sand with fines
MM Rahman, SR Lo
Geomechanics and Geoengineering: An International Journal 3 (3), 179-190, 2008
1712008
Predicting the onset of static liquefaction of loose sand with fines
R Md. Mizanur, SR Lo
Journal of Geotechnical and Geoenvironmental Engineering 138 (8), 1037-1041, 2012
1262012
Undrained behavior of sand-fines mixtures and their state parameter
MM Rahman, SR Lo
Journal of geotechnical and geoenvironmental engineering 140 (7), 2014
1252014
Effects of chemical contamination on microscale structural characteristics of intact loess and resultant macroscale mechanical properties
W Hu, WC Cheng, S Wen, MM Rahman
Catena 203, 105361, 2021
1162021
Influence of non-plastic fines content on maximum shear modulus of granular materials
M Goudarzy, MM Rahman, D König, T Schanz
Soils and Foundations 56 (6), 973-983, 2016
1132016
Modelling the static liquefaction of sand with low-plasticity fines
MM Rahman, SCR Lo, YF Dafalias
Géotechnique 64 (11), 881-894, 2014
1012014
Prediction of undrained monotonic and cyclic liquefaction behaviour of sand with fines based on equivalent granular state parameter
MM Rahman, MAL Baki, SR Lo
International Journal of Geomechanics 14 (2), 254-266, 2014
982014
Model for prediction of resilient modulus incorporating matric suction for recycled unbound granular materials
AM Azam, DA Cameron, MM Rahman
Canadian Geotechnical Journal 50 (11), 1143-1158, 2013
922013
Linkage between static and cyclic liquefaction of loose sand with a range of fines contents
MAL Baki, MM Rahman, SR Lo, CT Gnanendran
Canadian Geotechnical Journal 49 (8), 891-906, 2012
862012
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
832021
Evaluation of concrete performance with different types of recycled plastic waste for kerb application
M Abu-Saleem, Y Zhuge, R Hassanli, M Ellis, M Rahman, P Levett
Construction and Building Materials 293, 123477, 2021
822021
Lubrication performance of pipejacking in soft alluvial deposits
WC Cheng, L Wang, ZF Xue, JC Ni, MM Rahman, A Arulrajah
Tunnelling and Underground Space Technology 91, 102991, 2019
782019
Characteristic behavior of drained and undrained triaxial compression tests: DEM study
HBK Nguyen, MM Rahman, AB Fourie
Journal of Geotechnical and Geoenvironmental Engineering 144 (9), 04018060, 2018
782018
Undrained behaviour of granular material and the role of fabric in isotropic and K0 consolidations: DEM approach
HBK Nguyen, MM Rahman, AB Fourie
Géotechnique 67 (2), 153-167, 2017
762017
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
732021
Initial shear modulus of sandy soils and equivalent granular void ratio
MM Rahman, M Cubrinovski, SR Lo
Taylor & Francis, 2011
732011
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