| Seismic bearing capacity of surficial foundations on sloping cohesive ground O Cinicioglu, A Erkli Soil Dynamics and Earthquake Engineering 111, 53-64, 2018 | 44 | 2018 |
| Dilatancy and friction angles based on in situ soil conditions O Cinicioglu, A Abadkon Journal of Geotechnical and Geoenvironmental Engineering 141 (4), 06014019, 2015 | 34 | 2015 |
| Centrifuge testing on suction anchors: Double-wall, over-consolidated clay, and layered soil profile P Jeanjean, D Znidarcic, R Phillips, HY Ko, S Pfister, O Cinicioglu, ... Offshore Technology Conference, OTC-18007-MS, 2006 | 33 | 2006 |
| Determination of active failure surface geometry for cohesionless backfills A Altunbas, B Soltanbeigi, O Cinicioglu Geomechanics & engineering 12 (6), 983-1001, 2017 | 26 | 2017 |
| SPT based determination of undrained shear strength: Regression models and machine learning WK Mbarak, EN Cinicioglu, O Cinicioglu Frontiers of Structural and Civil Engineering 14 (1), 185-198, 2020 | 17 | 2020 |
| Variation of Friction Angle and Dilatancy for Anisotropic Cohesionless Soils O Cinicioglu, A Abadkon, A Altunbas, M Abzal 18th International Conference on Soil Mechanics And Geotechnical Engineering, 2013 | 13 | 2013 |
| A new centrifugal testing method: Descending gravity test O Cinicioglu, D Znidarčić, HY Ko Geotechnical Testing Journal 29 (5), 355-364, 2006 | 10 | 2006 |
| Influence of grain shape on stress-dilatancy parameters C Arda, O Cinicioglu Granular Matter 23, 1-19, 2021 | 9 | 2021 |
| Influence of dilatancy on shear band characteristics of granular backfills B Soltanbeigi, A Altunbas, O Cinicioglu European Journal of Environmental and Civil Engineering 25 (7), 1201-1218, 2021 | 8 | 2021 |
| Determination of passive failure surface geometry for cohesionless backfills B Soltanbeigi, A Altunbas, AT Gezgin, O Cinicioglu Periodica Polytechnica Civil Engineering 64 (4), 1100-1110, 2020 | 7 | 2020 |
| Consideration of locked-in stresses during backfill preparation AT Gezgin, O Cinicioglu Geomechanics and Engineering 18 (3), 247-258, 2019 | 7 | 2019 |
| Characterization of active failure wedge for cohesionless soils O Cinicioglu, A Altunbas, B Soltanbeigi, AT Gezgin | 7 | 2015 |
| Discrete-element modelling of pile penetration to reveal influence of soil characteristics AT Gezgin, B Soltanbeigi, O Cinicioglu Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2022 | 6 | 2022 |
| New structure-based model for estimating undrained shear strength O Cinicioglu, D Znidarcic, HY Ko Journal of geotechnical and geoenvironmental engineering 133 (10), 1290-1301, 2007 | 6 | 2007 |
| In-situ shear strength by centrifuge modelling O Cinicioglu University of Colorado at Boulder, 2005 | 6 | 2005 |
| Multi-scale investigation of active failure for various modes of wall movement AT Gezgin, B Soltanbeigi, A Altunbas, O Cinicioglu Frontiers of Structural and Civil Engineering 15, 961-979, 2021 | 5 | 2021 |
| Design method for quantifying embankment safety against lateral spreading and determining contribution of basal reinforcements C Oser, SF Cinicioglu, O Cinicioglu Geotextiles and Geomembranes 48 (3), 297-305, 2020 | 4 | 2020 |
| Method for the rapid evaluation of vehicle mobility on unpaved terrain O Cinicioglu, C Cagbayir KSCE Journal of Civil Engineering 16, 742-750, 2012 | 4 | 2012 |
| Selection of design friction angle: A strain based empirical method for coarse grained soils E Sancak, O Cinicioglu Geomechanics and Engineering 20 (2), 121-129, 2020 | 3 | 2020 |
| Kohezyonsuz zeminlerin tane dağılım ve şekil özelliklerinin aktif göçme yüzeyi geometrisine etkileri A Çağdaş, Ö ÇİNİCİOĞLU Teknik Dergi 30 (5), 9399-9420, 2019 | 3 | 2019 |
