Cyclic simple-shear behavior of sand-steel interfaces under constant normal stiffness condition K Fakharian, E Evgin Journal of Geotechnical and Geoenvironmental Engineering 123 (12), 1096-1105, 1997 | 231 | 1997 |
Identification of the Hydrogeochemical Processes in Groundwater Using Classic Integrated Geochemical Methods and Geostatistical Techniques, in Amol‐Babol Plain, Iran T Sheikhy Narany, MF Ramli, AZ Aris, WNA Sulaiman, H Juahir, ... The Scientific World Journal 2014 (1), 419058, 2014 | 175 | 2014 |
Effect of stress paths on the behaviour of sand steel interfaces E Evgin, K Fakharian Canadian geotechnical journal 33 (6), 853-865, 1997 | 173 | 1997 |
Elasto‐plastic modelling of stress‐path‐dependent behaviour of interfaces K Fakharian, E Evgin International Journal for Numerical and Analytical Methods in Geomechanics …, 2000 | 102 | 2000 |
Three-dimensional monotonic and cyclic behaviour of sand-steel interfaces: Testing and modelling. K Fakharian University of Ottawa (Canada), 1996 | 80 | 1996 |
An automated apparatus for three-dimensional monotonic and cyclic testing of interfaces K Fakharian, E Evgin Geotechnical Testing Journal 19 (1), 22-31, 1996 | 79 | 1996 |
Spatial assessment of groundwater quality monitoring wells using indicator kriging and risk mapping, Amol-Babol Plain, Iran T Sheikhy Narany, M Firuz Ramli, A Zaharin Aris, WN Azmin Sulaiman, ... Water 6 (1), 68-85, 2013 | 73 | 2013 |
Static and seismic numerical modeling of geosynthetic-reinforced soil segmental bridge abutments K Fakharian, IH Attar Geosynthetics International 14 (4), 228-243, 2007 | 73 | 2007 |
Spatiotemporal variation of groundwater quality using integrated multivariate statistical and geostatistical approaches in Amol–Babol Plain, Iran T Sheikhy Narany, MF Ramli, AZ Aris, WNA Sulaiman, K Fakharian Environmental monitoring and assessment 186, 5797-5815, 2014 | 68 | 2014 |
Dynamic shear modulus and damping ratio of clay mixed with waste rubber using cyclic triaxial apparatus D Akbarimehr, K Fakharian Soil Dynamics and Earthquake Engineering 140, 106435, 2021 | 62 | 2021 |
Prediction of undrained behavior of isotropically and anisotropically consolidated Firoozkuh sand: instability and flow liquefaction A Lashkari, A Karimi, K Fakharian, F Kaviani-Hamedani International Journal of Geomechanics 17 (10), 04017083, 2017 | 59 | 2017 |
Groundwater irrigation quality mapping using geostatistical techniques in Amol–Babol Plain, Iran T Sheikhy Narany, MF Ramli, AZ Aris, WNA Sulaiman, K Fakharian Arabian Journal of Geosciences 8, 961-976, 2015 | 50 | 2015 |
Application of a continuum numerical model for pile driving analysis and comparison with a real case SF Masouleh, K Fakharian Computers and Geotechnics 35 (3), 406-418, 2008 | 48 | 2008 |
Study on pullout behavior of uniaxial HDPE geogrids under monotonic and cyclic loads A Nayeri, K Fakharian International Journal of Civil Engineering 7 (4), 211-223, 2009 | 39 | 2009 |
Effect of particle shape on dilative behavior and stress path characteristics of Chamkhaleh sand in undrained triaxial tests A Borhani, K Fakharian International journal of civil engineering 14, 197-208, 2016 | 38 | 2016 |
Effect of density on skin friction response of piles embedded in sand by simple shear interface tests K Fakharian, N Vafaei Canadian Geotechnical Journal 58 (5), 619-636, 2021 | 33 | 2021 |
Evaluation of performance of piled-raft foundations on soft clay: A case study M Khanmohammadi, K Fakharian Geomechanics and Engineering 14 (1), 43-50, 2018 | 32 | 2018 |
Cyclic rotational simple-shear behaviour of sand-steel interfaces E Evgin, K Fakharian Soils and foundations 38 (2), 191-199, 1998 | 31 | 1998 |
Contributing factors on soil setup and the effects on pile design parameters K Fakharian, IH Attar, A Sarrafzadeh, H Haddad Proceedings of the 18th International Conference on Soil Mechanics and …, 2013 | 29 | 2013 |
Numerical modelling of pile installation and set-up effects on pile shaft capacity M Khanmohammadi, K Fakharian International Journal of Geotechnical Engineering, 2019 | 26 | 2019 |