| 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 |
| Prediction of undrained monotonic and cyclic liquefaction behavior of sand with fines based on the 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 | 82 | 2012 |
| 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 |
| Geotechnical aspects of the 2016 Kaikōura Earthquake on the South Island of New Zealand. ME Stringer, S Bastin, C McGann, C Cappellaro, M El Kortbawi, ... | 31 | 2017 |
| Liquefaction of a coal ash investigated by monotonic and cyclic triaxial tests MAL Baki, MM Rahman, SR Lo Soils and Foundations 59 (5), 1522-1536, 2019 | 12 | 2019 |
| Cyclic Instability Behaviour of Coal Ash MAL Baki, MM Rahman, SR Lo GeoCongress 2012@ sState of the Art and Practice in Geotechnical Engineering …, 2012 | 11 | 2012 |
| Cyclic liquefaction behaviour of granular materials with fines MAL Baki The University of New South Wales (UNSW), 2011 | 11 | 2011 |
| Ultimate lateral load resistance of laterally loaded pile MM Rahman, MR Karim, AL Baki, DK Paul Deep Foundations on Bored and Auger Piles-BAP V, 167-172, 2008 | 6 | 2008 |
| Effects of partial saturation on the liquefaction resistance of sand and silty sand from Christchurch MAL Baki, M Cubrinovski, ME Stringer, S van Ballegooy, N Ntritsos Soils and Foundations 63 (6), 101400, 2023 | 4 | 2023 |
| Prediction of undrained monotonic and cyclic behaviour of sandy soils based on equivalent granular state parameter SR Rahman, M. M., Baki, M. A. L. and Lo Rahman, M. M., Baki, M. A. L. and Lo, S.R., 839-844, 2011 | 4* | 2011 |
| Equivalent granular state parameter in predicting different forms of cyclic liquefaction behaviour of sand with fines MAL Baki, MM Rahman, SR Lo Geo-Frontiers 2011: Advances in Geotechnical Engineering, 1574-1584, 2011 | 4 | 2011 |
| Excess Pore Water Pressure Generation of Loose Silty Sand under Cyclic Loading MAL Baki, MM Rahman, SR Lo 6th International Conference on Earthquake Geotechnical Engineering, 2015 | 2 | 2015 |
| Effect of cyclic stress reversal on cyclic instability behaviour of loose sand-silt mixtures AL Baki, SR Lo, MM Rahman University of Canterbury. Civil and Natural Resources Engineering, 2010 | 1 | 2010 |
| Cyclic undrained behaviour of silty sand under partial cyclic reversal loading AL Baki, MM Rahman, SR Lo University of Canterbury. Civil and Natural Resources Engineering, 2010 | 1 | 2010 |
| Cyclic Instability Behaviour of Sand-Silt Mixture Under Partial Cyclic Reversal Loading MAL Baki, SCR Lo, MM Rahman Missouri University of Science and Technology, 2010 | 1 | 2010 |
| Liquefaction Resistance of Partially Saturated Christchurch Soils M Baki, M Cubrinovski, M Stringer | | 2017 |
| Effect of Partial Saturation on Liquefaction Triggering MA Baki, M Cubrinovski, M Stringer Quake CoRE, 2016 | | 2016 |
| Undrained Monotonic Behaviours of Silty Sand in Triaxial Extension Shearing Baki, M. A. L, Rahman, M. M. and Lo, S. R Geo Congress, 2014 | | 2014 |
| Discussion on:“Undrained monotonic response of sand–silt mixtures: effect of nonplastic fines” by Dash, HK and Sitharam, TG in Geomechanics and Geoengineering: An International … M Rahman, SR Lo, MAL Baki Geomechanics and Geoengineering 8 (1), 62-64, 2013 | | 2013 |
Md. Mizanur RahmanProfessor in Geotechnical Engineering, University of South Australia在 unisa.edu.au 的电子邮件经过验证
