Md Mizanur Rahman

On equivalent granular void ratio and steady state behaviour of loose sand with fines

Md Mizanur Rahman, S. R. Lo, C. T. Gnanendran · Canadian Geotechnical Journal · 2008 · 265 citations

Pavement Engineering, Engineering, Mechanical Engineering +22

State-of-the-Art Review of Microbial-Induced Calcite Precipitation and Its Sustainability in Engineering Applications

Md Mizanur Rahman, Reena N. Hora, Isaac Ahenkorah et al. · Sustainability · 2020 · 198 citations · Full text

Geotechnical Engineering, Microbial-induced Calcite Precipitation, Cementation +15

Equivalent granular state parameter and undrained behaviour of sand–fines mixtures

Md Mizanur Rahman, S. R. Lo, M. A. L. Baki · Acta Geotechnica · 2011 · 149 citations

Sand–fines Mixtures, Engineering, Mechanical Engineering +6

The prediction of equivalent granular steady state line of loose sand with fines

Md Mizanur Rahman, S. R. Lo · Geomechanics and Geoengineering · 2008 · 137 citations

Modified state parameter for characterizing static liquefaction of sand with fines

D. Bobei, S. R. Lo, Dariusz Wanatowski et al. · Canadian Geotechnical Journal · 2009 · 134 citations

Engineering, Mechanical Engineering, Soil-structure Interaction +23