Pile capacity by direct CPT and CPTu methods applied to 102 case histories A Eslami, BH Fellenius Canadian Geotechnical Journal 34 (6), 886-904, 1997 | 606 | 1997 |
Piles shaft capacity from CPT and CPTu data by polynomial neural networks and genetic algorithms H Ardalan, A Eslami, N Nariman-Zadeh Computers and Geotechnics 36 (4), 616-625, 2009 | 153 | 2009 |
Soil profile interpreted from CPTu data BH Fellenius, A Eslami Proceedings of Year 2000 Geotechnics Conference, Southeast Asian …, 2000 | 131 | 2000 |
Effects of freeze–thaw cycles on a fiber reinforced fine grained soil in relation to geotechnical parameters M Roustaei, A Eslami, M Ghazavi Cold Regions Science and Technology 120, 127-137, 2015 | 100 | 2015 |
Geotechnical behaviour of clay soil mixed with rubber waste D Akbarimehr, A Eslami, E Aflaki Journal of Cleaner Production 271, 122632, 2020 | 80 | 2020 |
CPT and CPTu data for soil profile interpretation: review of methods and a proposed new approach AA ESLAMI, BH Fellenius IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 28 (1 …, 2004 | 80 | 2004 |
Behavior of piles under different installation effects by physical modeling M Zarrabi, A Eslami International Journal of Geomechanics 16 (5), 04016014, 2016 | 56 | 2016 |
Bearing capacity of driven piles in sands from SPT–applied to 60 case histories N Shariatmadari, AA ESLAMI, PFM KARIM IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 32 (2 …, 2008 | 56 | 2008 |
Evaluating CPT and CPTu based pile bearing capacity estimation methods using Urmiyeh Lake Causeway piling records A Eslami, E Aflaki, B Hosseini Scientia Iranica 18 (5), 1009-1019, 2011 | 54 | 2011 |
Failure analysis of clay soil-rubber waste mixture as a sustainable construction material A Eslami, D Akbarimehr Construction and Building Materials 310, 125274, 2021 | 48 | 2021 |
Direct CPT and CPTu methods for determining bearing capacity of helical piles AMA Fateh, A Eslami, A Fahimifar Marine georesources & geotechnology 35 (2), 193-207, 2017 | 48 | 2017 |
Empirical methods for determining shaft bearing capacity of semi-deep foundations socketed in rocks S Rezazadeh, A Eslami Journal of Rock Mechanics and Geotechnical Engineering 9 (6), 1140-1151, 2017 | 46 | 2017 |
Study on optimized piled-raft foundations (PRF) performance with connected and non-connected piles-three case histories A Eslami, M Veiskarami, MM Eslami International Journal of Civil Engineering 10 (2), 100-111, 2012 | 44 | 2012 |
Piezocone and cone penetration test (CPTu and CPT) applications in foundation engineering A Eslami, S Moshfeghi, H Molaabasi, MM Eslami Butterworth-Heinemann, 2019 | 43 | 2019 |
Non-stationary realisation of CPT data: considering lithological and inherent heterogeneity R Jamshidi Chenari, H Kamyab Farahbakhsh, S Heidarie Golafzani, ... Georisk: Assessment and Management of Risk for Engineered Systems and …, 2018 | 38 | 2018 |
Study on pile ultimate capacity criteria and CPT-based direct methods S Moshfeghi, A Eslami International Journal of Geotechnical Engineering 12 (1), 28-39, 2018 | 38 | 2018 |
Toe bearing capacity of piles from cone penetration test (CPT) data A Eslami, BH Fellenius Proceedings of the International Symposium on Cone Penetration Testing, CPT …, 1995 | 38 | 1995 |
End-bearing capacity of driven piles in sand using the stress characteristics method: analysis and implementation M Veiskarami, A Eslami, J Kumar Canadian geotechnical journal 48 (10), 1570-1586, 2011 | 34 | 2011 |
Analytical model for the ultimate bearing capacity of foundations from cone resistance AA ESLAMI, AM GHOLAMI SCIENTIA IRANICA 13 (3), 223-233, 2006 | 34 | 2006 |
Bearing capacity of piles from cone penetrometer test data A Eslami Doctoral thesis, 1996 | 34 | 1996 |