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Md. Mizanur Rahman
Md. Mizanur Rahman
Professor in Geotechnical Engineering, University of South Australia
在 unisa.edu.au 的电子邮件经过验证 - 首页
标题
引用次数
引用次数
年份
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
3092008
Equivalent granular state parameter and undrained behaviour of sand–fines mixtures
MM Rahman, SR Lo, MAL Baki
Acta Geotechnica 6, 183-194, 2011
1702011
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
1682008
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
1542009
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
1482020
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
1212012
Undrained behavior of sand-fines mixtures and their state parameter
MM Rahman, SR Lo
Journal of geotechnical and geoenvironmental engineering 140 (7), 2014
1172014
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
1062021
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
1032016
Modelling the static liquefaction of sand with low-plasticity fines
MM Rahman, SCR Lo, YF Dafalias
Géotechnique 64 (11), 881-894, 2014
962014
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
962014
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
812012
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
802013
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
772019
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
722018
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
702017
Initial shear modulus of sandy soils and equivalent granular void ratio
MM Rahman, M Cubrinovski, SR Lo
Taylor & Francis, 2011
662011
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
662009
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
602014
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
572021
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