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Ehsan Taherabadi
Ehsan Taherabadi
Faculty of Civil Engineering, RWTH-Aachen University
Verified email at rwth-aachen.de
Title
Cited by
Cited by
Year
Numerical and theoretical study of plate load test to define coefficient of subgrade reaction
SA Naeini, E Taherabadi
Journal of geotechnical and transportation engineering 1 (2), 38-42, 2015
152015
Prediction of shear strength parameters of hydrocarbon contaminated sand based on machine learning methods
M Rezaee, SFF Mojtahedi, E Taherabadi, K Soleymani, M Pejman
Georisk: Assessment and Management of Risk for Engineered Systems and …, 2021
142021
Modification of silty clay strength in cold region's pavement using glass residue
MT Asl, E Taherabadi
Cold Regions Science and Technology 154, 111-119, 2018
62018
Compressive and Tensile Strength of Nano-clay Stabilised Soil Subjected to Repeated Freeze–Thaw Cycles
M Roustaei, M Sabetraftar, E Taherabadi, M Bayat
Studia Geotechnica et Mechanica, 2023
12023
Corrigendum to “Modification of silty clay strength in cold region's pavement using glass residue”[Cold Regions Science and Technology 154 (2018) 111–119]
MT Asl, E Taherabadi, M Roustaei
Cold Regions Science and Technology 165, 102760, 2019
12019
Compressive and Tensile Strength of Nano-clay Stabilised Soil Subjected to Repeated Freeze–Thaw Cycles
MB Mahya Roustaei, Mahdi Sabetraftar, Ehsan Taherabadi
Studia Geotechnica et Mechanica, 1–10, 2023
2023
Stress-Displacement Distribution during Subway Station Construction Using CAPS Method
E Taherabadi, A Aminnia
Proceedings of the 8th World Congress on Civil, Structural, and …, 2023
2023
Impact of Tunneling on Stress-Displacement Response of Existing Batter Piles
E Taherabadi, V Hosseinitoudeshki, A Ardakani
Tunneling & Underground Space Engineering (TUSE) 9 (1), 33-41, 2020
2020
Impact of Micropiles Installation on Liquefaction Potential of Saturated Silty Sand Using Numerical Method
E Taherabadi, SA Naeini
Journal of Engineering Geology 13, 147, 2020
2020
Modification of silty clay strength in cold region's pavement using glass residue (vol 154, pg 111, 2018)
MT Asl, E Taherabadi
COLD REGIONS SCIENCE AND TECHNOLOGY 165, 2019
2019
Assessment Of Soil-Batter Pile Displacement Due To Tunnelling
E Taherabadi, V Hosseinitoudeshki, MH Noori Gheidari
Journal of Multidisciplinary Engineering Science Studies (JMESS) 5 (1), 2378 …, 2019
2019
Investigation of Embankment Behavior, Reinforced by Corniculated Geogrid under Earthquake Loads
E Taherabadi, M Torabi Asl
2 nd.International Conference on Civil Engineering, Architecture and Urban …, 2017
2017
Surface Ground Settlement Affected by Tunneling Under Batter Pile Foundation
P Hosseinpour, V Hosseini Toudeshki, E Taherabadi
2 nd.International Conference on Civil Engineering, Architecture and Urban …, 2017
2017
Effect of Injection Pressure Due to Micropile Installation on Relative Density of Sand
SA Naeini, E Taherabadi
Scientific Cooperations International Workshops on Engineering Branches, 69-74, 2015
2015
Stress-Displacement Distribution during Subway Station Construction Using CAPS Method
E Taherabadi, A Aminnia
Tunneling & Underground Space Engineering (TUSE)
E Taherabadi, V Hosseinitoudeshki, A Ardakani
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