| Compressional behavior of clayey sand and transition fines content MM Monkul, G Ozden Engineering Geology 89 (3-4), 195-205, 2007 | 199 | 2007 |
| Influence of silt size and content on liquefaction behavior of sands MM Monkul, JA Yamamuro Canadian Geotechnical Journal 48 (6), 931-942, 2011 | 133 | 2011 |
| Influence of coefficient of uniformity and base sand gradation on static liquefaction of loose sands with silt MM Monkul, E Etminan, A Şenol Soil Dynamics and Earthquake Engineering 89, 185-197, 2016 | 76 | 2016 |
| Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading MM Monkul, C Gültekin, M Gülver, Ö Akın, E Eseller-Bayat Soil Dynamics and Earthquake Engineering 75, 27-36, 2015 | 75 | 2015 |
| Coupled influence of content, gradation and shape characteristics of silts on static liquefaction of loose silty sands MM Monkul, E Etminan, A Şenol Soil Dynamics and Earthquake Engineering 101, 12-26, 2017 | 49 | 2017 |
| Failure, instability, and the second work increment in loose silty sand MM Monkul, JA Yamamuro, PV Lade Canadian Geotechnical Journal 48 (6), 943-955, 2011 | 34 | 2011 |
| Effect of intergranular void ratio on one-dimensional compression behavior MM Monkul, G Ozden Proceedings of International Conference on Problematic Soils 3, 1203-1209, 2005 | 33 | 2005 |
| Microplastic contamination in soils: A review from geotechnical engineering view MM Monkul, HO Özhan Polymers 13 (23), 4129, 2021 | 30 | 2021 |
| A visual basic program for analyzing oedometer test results and evaluating intergranular void ratio MM Monkul, O Önal Computers & geosciences 32 (5), 696-703, 2006 | 29 | 2006 |
| The coupled influence of relative density, CSR, plasticity and content of fines on cyclic liquefaction resistance of sands EE Eseller-Bayat, MM Monkul, Ö Akin, S Yenigun Journal of Earthquake Engineering 23 (6), 909-929, 2019 | 27 | 2019 |
| Influence of gradation on shear strength and volume change behavior of silty sands MM Monkul Geomechanics and Engineering 5 (5), 401-417, 2013 | 20 | 2013 |
| Effect of grain size distribution on stress-strain behavior of lunar soil simulants MM Monkul, A Dacic Advances in Space Research 60 (3), 636-651, 2017 | 18 | 2017 |
| On some of the factors influencing the fines' role on liquefaction of silty sands MM Monkul GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering …, 2012 | 18 | 2012 |
| Combined effect of fines content and uniformity coefficient on cyclic liquefaction resistance of silty sands MM Monkul, SB Kendir, YE Tütüncü Soil Dynamics and Earthquake Engineering 151, 106999, 2021 | 17 | 2021 |
| Influence of inter-granular void ratio on one dimensional compression MM Monkul Dokuz Eylul University, 2005 | 14 | 2005 |
| Undrained Shear Strength and Monotonic Behavior of Different Nonplastic Silts: Sand-Like or Clay-Like? MM Monkul, NG Aydın, B Demirhan, M Sahin Geotechnical Testing Journal 43 (3), 758-774, 2020 | 12 | 2020 |
| Influence of densification method on some aspects of undrained silty sand behavior MM Monkul, JA Yamamuro Missouri University of Science and Technology, 2010 | 11 | 2010 |
| Influence of silt size and content on static liquefaction potential of sand MM Monkul Oregon State University, 2010 | 10 | 2010 |
| Intergranular and interfine void ratio concepts MM Monkul, G Ozden 10th Turkish congress on soil mechanics and foundation engineering (ZM10 …, 2004 | 10 | 2004 |
| Compressibility as an indicator of liquefaction potential MM Monkul, PV Lade, E Etminan, A Senol Geotech Eng J SEAGS AGSSEA 45 (4), 73-77, 2014 | 6 | 2014 |
Gurkan OzdenDokuz Eylul Universitydeu.edu.tr üzerinde doğrulanmış e-posta adresine sahip
