| Some applications of adaptive neuro-fuzzy inference system (ANFIS) in geotechnical engineering AF Cabalar, A Cevik, C Gokceoglu Computers and Geotechnics 40, 14-33, 2012 | 179 | 2012 |
| Modeling of the uniaxial compressive strength of some clay-bearing rocks using neural network A Cevik, EA Sezer, AF Cabalar, C Gokceoglu Applied Soft Computing 11 (2), 2587-2594, 2011 | 147 | 2011 |
| Effects of xanthan gum biopolymer on the permeability, odometer, unconfined compressive and triaxial shear behavior of a sand AF Cabalar, M Wiszniewski, Z Skutnik Soil mechanics and foundation engineering 54, 356-361, 2017 | 145 | 2017 |
| Stabilising a clay using tyre buffings and lime AF Cabalar, Z Karabash, WS Mustafa Road materials and pavement design 15 (4), 872-891, 2014 | 131 | 2014 |
| Geotechnical properties of a low-plasticity clay with biopolymer AF Cabalar, MH Awraheem, MM Khalaf Journal of materials in civil engineering 30 (8), 04018170, 2018 | 112 | 2018 |
| Modeling deformation modulus of a stratified sedimentary rock mass using neural network, fuzzy inference and genetic programming S Alemdag, Z Gurocak, A Cevik, AF Cabalar, C Gokceoglu Engineering Geology 203, 70-82, 2016 | 111 | 2016 |
| Compressional behaviour of various size/shape sand–clay mixtures with different pore fluids AF Cabalar, RA Hasan Engineering Geology 164, 36-49, 2013 | 109 | 2013 |
| Use of waste ceramic tiles for road pavement subgrade AF Cabalar, DI Hassan, MD Abdulnafaa Road Materials and Pavement Design 18 (4), 882-896, 2017 | 95 | 2017 |
| Genetic programming-based attenuation relationship: An application of recent earthquakes in turkey AF Cabalar, A Cevik Computers & Geosciences 35 (9), 1884-1896, 2009 | 92 | 2009 |
| Utilisation of construction and demolition materials with clay for road pavement subgrade AF Cabalar, OAA Zardikawi, MD Abdulnafaa Road Materials and Pavement Design 20 (3), 702-714, 2019 | 88 | 2019 |
| Fall cone tests on clay–sand mixtures AF Cabalar, WS Mustafa Engineering Geology 192, 154-165, 2015 | 88 | 2015 |
| Strength of various sands in triaxial and cyclic direct shear tests AF Cabalar, K Dulundu, K Tuncay Engineering Geology 156, 92-102, 2013 | 84 | 2013 |
| Applications of the oedometer, triaxial and resonant column tests to the study of micaceous sands AF Cabalar Engineering Geology 112 (1-4), 21-28, 2010 | 77 | 2010 |
| Triaxial compression behavior of sand and tire wastes using neural networks A Edincliler, AF Cabalar, A Cagatay, A Cevik Neural Computing and Applications 21, 441-452, 2012 | 75 | 2012 |
| California bearing ratio of a sub-base material modified with tire buffings and cement addition AF Cabalar, Z Karabash Journal of Testing and Evaluation 43 (6), 1279-1287, 2015 | 74 | 2015 |
| Direct shear tests on waste tires–sand mixtures AF Cabalar Geotechnical and Geological Engineering 29 (4), 411-418, 2011 | 73 | 2011 |
| Modelling damping ratio and shear modulus of sand–mica mixtures using genetic programming A Cevik, AF Cabalar Expert Systems with Applications 36 (4), 7749-7757, 2009 | 68 | 2009 |
| Direct shear tests on sand treated with xanthan gum AF Cabalar, H Canakci Proceedings of the Institution of Civil Engineers-Ground Improvement 164 (2 …, 2011 | 67 | 2011 |
| Evaluation of actual and estimated hydraulic conductivity of sands with different gradation and shape AF Cabalar, N Akbulut SpringerPlus 5, 1-16, 2016 | 64 | 2016 |
| FEM and LEM stability analyses of the fatal landslides at Çöllolar open-cast lignite mine in Elbistan, Turkey A Ozbay, AF Cabalar Landslides 12, 155-163, 2015 | 59 | 2015 |
Zuheir KarabashUniversity of Mosul, College of EngineeringVerified email at uomosul.edu.iq
