| Critical state friction angle of sands A Sadrekarimi, SM Olson Géotechnique 61 (9), 771-783, 2011 | 152 | 2011 |
| Particle damage observed in ring shear tests on sands A Sadrekarimi, SM Olson Canadian Geotechnical Journal 47 (5), 497-515, 2010 | 143 | 2010 |
| Development of a light weight reactive powder concrete A Sadrekarimi Journal of Advanced Concrete Technology 2 (3), 409-417, 2004 | 129 | 2004 |
| Shear band formation observed in ring shear tests on sandy soils A Sadrekarimi, SM Olson Journal of geotechnical and geoenvironmental engineering 136 (2), 366-375, 2010 | 103 | 2010 |
| A new ring shear device to measure the large displacement shearing behavior of sands A Sadrekarimi, SM Olson Geotechnical Testing Journal 32 (3), 197-208, 2009 | 68 | 2009 |
| Liquefaction resistance of Fraser River sand improved by a microbially-induced cementation GA Riveros, A Sadrekarimi Soil Dynamics and Earthquake Engineering 131, 106034, 2020 | 66 | 2020 |
| Cyclic resistance and liquefaction behavior of silt and sandy silt soils A El Takch, A Sadrekarimi, H El Naggar Soil Dynamics and Earthquake Engineering 83, 98-109, 2016 | 65 | 2016 |
| Specimen size effects on behavior of loose sand in triaxial compression tests T Omar, A Sadrekarimi Canadian Geotechnical Journal 52 (6), 732-746, 2015 | 61 | 2015 |
| Effect of the mode of shear on static liquefaction analysis A Sadrekarimi Journal of Geotechnical and Geoenvironmental Engineering 140 (12), 04014069, 2014 | 57 | 2014 |
| Yield strength ratios, critical strength ratios, and brittleness of sandy soils from laboratory tests A Sadrekarimi, SM Olson Canadian Geotechnical Journal 48 (3), 493-510, 2011 | 52 | 2011 |
| Static and dynamic behavior of hunchbacked gravity quay walls A Sadrekarimi, A Ghalandarzadeh, J Sadrekarimi Soil Dynamics and Earthquake Engineering 28 (2), 99-117, 2008 | 51 | 2008 |
| Influence of fines content on liquefied strength of silty sands A Sadrekarimi Soil Dynamics and Earthquake Engineering 55, 108-119, 2013 | 49 | 2013 |
| Effect of sample-preparation method on critical-state behavior of sands A Sadrekarimi, SM Olson Geotechnical testing journal 35 (4), 548-562, 2012 | 48 | 2012 |
| Evaluation of gravel drains and compacted sand piles in mitigating liquefaction A Sadrekarimi, A Ghalandarzadeh Proceedings of the Institution of Civil Engineers-Ground Improvement 9 (3 …, 2005 | 40 | 2005 |
| Accuracy of determining pre-consolidation pressure from laboratory tests M Umar, A Sadrekarimi Canadian Geotechnical Journal 54 (3), 441-450, 2017 | 37 | 2017 |
| Static liquefaction analysis considering principal stress directions and anisotropy A Sadrekarimi Geotechnical and Geological Engineering 34, 1135-1154, 2016 | 35 | 2016 |
| Effect of microbially induced cementation on the instability and critical state behaviours of Fraser River sand GA Riveros, A Sadrekarimi Canadian Geotechnical Journal 57 (12), 1870-1880, 2020 | 34 | 2020 |
| Development of a new ring shear apparatus for investigating the critical state of sands A Sadrekarimi University of Illinois at Urbana-Champaign, 2009 | 32 | 2009 |
| Effect of triaxial specimen size on engineering design and analysis T Omar, A Sadrekarimi International Journal of Geo-Engineering 6, 1-17, 2015 | 28 | 2015 |
| Development of a miniature cone penetrometer for calibration chamber testing S Damavandi-Monfared, A Sadrekarimi Geotechnical Testing Journal 38 (6), 878-892, 2015 | 25 | 2015 |
Scott M. OlsonUniversity of Illinois at Urbana-ChampaignVerified email at illinois.edu
