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 | 309 | 2008 |
Equivalent granular state parameter and undrained behaviour of sand–fines mixtures MM Rahman, SR Lo, MAL Baki Acta Geotechnica 6, 183-194, 2011 | 170 | 2011 |
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 | 168 | 2008 |
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 | 154 | 2009 |
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 | 148 | 2020 |
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 | 121 | 2012 |
Undrained behavior of sand-fines mixtures and their state parameter MM Rahman, SR Lo Journal of geotechnical and geoenvironmental engineering 140 (7), 2014 | 117 | 2014 |
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 | 106 | 2021 |
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 | 103 | 2016 |
Modelling the static liquefaction of sand with low-plasticity fines MM Rahman, SCR Lo, YF Dafalias Géotechnique 64 (11), 881-894, 2014 | 96 | 2014 |
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 | 96 | 2014 |
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 | 81 | 2012 |
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 | 80 | 2013 |
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 | 77 | 2019 |
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 | 72 | 2018 |
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 | 70 | 2017 |
Initial shear modulus of sandy soils and equivalent granular void ratio MM Rahman, M Cubrinovski, SR Lo Taylor & Francis, 2011 | 66 | 2011 |
Reply to the discussion by Wanatowski and Chu on “On equivalent granular void ratio and steady state behaviour of loose sand with fines” MM Rahman, SR Lo, CT Gnanendran Canadian Geotechnical Journal 46 (4), 483-486, 2009 | 66 | 2009 |
Predicting onset of cyclic instability of loose sand with fines using instability curves MAL Baki, MM Rahman, SR Lo Soil Dynamics and Earthquake Engineering 61, 140-151, 2014 | 60 | 2014 |
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 | 57 | 2021 |