| Unsaturated soil-woven geotextile interface strength properties from small-scale pullout and interface tests K Hatami, D Esmaili Geosynthetics International 22 (2), 161-172, 2015 | 92 | 2015 |
| Influence of matric suction on geotextile reinforcement-marginal soil interface strength D Esmaili, K Hatami, GA Miller Geotextiles and Geomembranes 42 (2), 139-153, 2014 | 90 | 2014 |
| Deformations of geosynthetic reinforced soil under bridge service loads JE Nicks, D Esmaili, MT Adams Geotextiles and Geomembranes 44 (4), 641-653, 2016 | 59 | 2016 |
| Experimental and numerical investigation of ultimate load capacity of shell foundations on reinforced and unreinforced sand D Esmaeili, N Hataf IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 32 (5 …, 2008 | 41 | 2008 |
| Laboratory performance of reduced-scale reinforced embankments at different moisture contents K Hatami, D Esmaili, EC Chan, GA Miller International Journal of Geotechnical Engineering 8 (3), 260-276, 2014 | 22 | 2014 |
| Moisture reduction factors for shear strength of unsaturated reinforced embankments K Hatami, D Esmaili, EC Chan, GA Miller International Journal of Geomechanics 16 (6), D4016001, 2016 | 15 | 2016 |
| DETERMINATION OF ULTIMATE LOAD CAPACITY OF CONICAL AND PYRAMIDAL SHELL FOUNDATIONS USING DIMENSIONAL ANALYSIS D Esmaili, N Hataf IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING …, 2013 | 14 | 2013 |
| Measured Performance and Stability Analysis of Large-Scale Reinforced Model Embankments at Different Moisture Contents D Esmaili, K Hatami International Journal of Geosynthetics and Ground Engineering, Springer 1 (3), 2015 | 12 | 2015 |
| Influence of gravimetric water content on geotextile reinforcement pullout resistance in MSE walls with marginal quality soils K Hatami, J Granados, D Esmaili, GA Miller TRB 2013, Annual Meeting, 2013 | 12* | 2013 |
| Reinforcement pullout capacity in mechanically stabilized earth walls with marginal-quality soils K Hatami, JE Granados, D Esmaili, GA Miller Transportation research record 2363 (1), 66-74, 2013 | 12 | 2013 |
| A study on unsaturated soil-geotextile interface strength using multi-scale laboratory tests D Esmaili University of Oklahoma, 2014 | 7 | 2014 |
| Comparative Study of Measured Suction in Fine-Grained Soil Using Different In-Situ and Laboratory Techniques D Esmaili, K Hatami International Journal of Geosynthetics and Ground Engineering 3 (3), 2017 | 4 | 2017 |
| Pullout response of geotextile reinforcement at different matric suctions K Hatami, D Esmaili, J Granados, GA Miller 5 th European Geosynthetics Congress, Valencia Spain 136, 281-286, 2012 | 4 | 2012 |
| Prototype Reinforced Soil Embankment for Reconstruction of US Route 62 Slope Failure in Chickasha, OK K Hatami, GA Miller, D Esmaili Oklahoma Department of Transportation, Oklahoma City, OK, USA, Final Report …, 2015 | 1 | 2015 |
| Prototype reinforced soil embankment for reconstruction of US 62 slope failure in Chickasha, OK K Hatami, GA Miller, D Esmaili, E Chan | 1 | 2013 |
| CE 341-Soil Mechanics D Esmaili | | 2018 |
| Use of MSE technology to stabilize highway embankments and slopes in Oklahoma FINAL REPORT-FHWA-OK-11-04 K Hatami, GA Miller, D Esmaili | | 2011 |
| استفاده از قضيه باکينگهام در فرمول بندي ظرفيت باربري پي پوسته اي مخروطي N Hataf, D Esmaili Modares Technical & Engineering Journal 35, 113-121, 2009 | | 2009 |
Kianoosh Hatami, PhD, PEngUniversity of Oklahoma在 ou.edu 的电子邮件经过验证
