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Meysam Fadaee
Meysam Fadaee
Assistant Professor
Verified email at srbiau.ac.ir
Title
Cited by
Cited by
Year
Soil bentonite wall protects foundation from thrust faulting: analyses and experiment
M Fadaee, I Anastasopoulos, G Gazetas, MK Jafari, M Kamalian
Earthquake Engineering and Engineering Vibration 12, 473-486, 2013
462013
Mitigation of reverse faulting deformation using a soil bentonite wall: Dimensional analysis, parametric study, design implications
M Fadaee, P Ezzatyazdi, I Anastasopoulos, G Gazetas
Soil Dynamics and Earthquake Engineering 89, 248-261, 2016
372016
Response of buried pipeline subjected to reverse faulting
M Fadaee, F Farzaneganpour, I Anastasopoulos
Soil Dynamics and Earthquake Engineering 132, 106090, 2020
292020
Feasibility study of fault rupture deviation by slurry wall
M Fadaee, MK Jafari, M Kamalian, M Moosavi, A Shafiee
International Journal of Civil Engineering 11 (2), 90-99, 2013
102013
Fault rupture propagation in alluvium and its interaction with foundation: new insights from1g modelling via high resolution optical image processing techniques
M Fadaee, MK Jafari, M Kamalian, SA Mustafa
Journal of Seismology and Earthquake Engineering 14 (4), 271-283, 2013
102013
Effect of cyclic stress ratio and non-plastic fines content on the liquefaction potential of sandy and silty soil in cyclic triaxial testing
SS Marzuni, M Fadaee, A Bahmanpour, M Derakhshandi
Soil Mechanics and Foundation Engineering 58 (6), 467-473, 2022
62022
3–storey building subjected to reverse faulting: analysis and experiments
M Fadaee, K Hashemi, F Farzaneganpour, I Anastasopoulos, G Gazetas
Soil Dynamics and Earthquake Engineering 138, 106297, 2020
62020
Numerical study of stiff diaphragm walls used to improve the performance of rocking foundation systems
M Sadjadi, M Fadaee, MA Ghannad, H Jahankhah
Journal of Earthquake Engineering 25 (13), 2628-2650, 2021
42021
Fault rupture propagation through zoned embankment dams
Z Ejlali, M Vafaeian, A Eslamihaghighat, M Fadaee
Proceedings of the 7th international conference on seismology and earthquake …, 2015
32015
Seismic Retrofit of Embankment Dams Based on Dynamic Nonlinear Analysis
M Fadaee, M Yazdani, A Azad
12th International Conference on Computer Methods and Advances in …, 2008
32008
Groundwater lowering in deep excavation (case study: foundation excavation of Shahid Madani Dam)
AH Sadeghpour, A Ghanbari, M Fadaee
Missouri University of Science and Technology, 2008
32008
Experimental and numerical investigation of reverse fault rupture interaction with steel frame structures
A Salajegheh, M Davoodi, MK Jafari, M Fadaee
Journal of Seismology and Earthquake Engineering 21 (1), 11, 2019
22019
Investigating the Effect of Using Soil Bentonite Wall on Damage Mitigation of Steel Buried Pipelines Subjected To Reverse Fault Rupture
F Farzanegan Pour, M Fadaee
COMPDYN 2017 6th ECCOMAS Thematic Conference on Computational Methods in …, 2017
2*2017
Physical Modeling of Interaction of a 3-Story Building with a Reverse Fault Rupture
M Fadaee, K Hashemi, I Anastasopoulos, G Gazetas, M Hadizadeh
Proceedings of the 16th European Conference on Earthquake Engineering …, 2018
12018
Experimental investigation of fault rupture-soil-structure interaction
A Salajegheh, M DAVOODI, MK JAFARI, M FADAEE
7th International Conference on Seismology & Earthquake Engineering, 2015
12015
Seismic Performance of Deformable Rocking Soil-Structure Systems Subjected to Pulse-Type Excitations
M Sadjadi, M Fadaee, MA Ghannad, H Jahankhah
Journal of Earthquake Engineering 27 (12), 3290-3318, 2023
2023
Improving the Seismic Performance of Nonlinear Rocking Soil-Structure Systems using Soft Diaphragm Walls
M Sadjadi, M Fadaee, MA Ghannad, H Jahankhah
Bulletin of Earthquake Science and Engineering 10 (1), 13-27, 2023
2023
Mechanical Behavior of Soil Foundations Reinforced with Geosynthetics Exposed to Normal and Reverse Fault Ruptures
N Ahmadi, M Fadaee
Periodica Polytechnica Civil Engineering 67 (1), 123-140, 2023
2023
РАЗЖИЖЕНИЕ ПЕСЧАНОГО И ИЛИСТОГО ГРУНТОВ ПРИ ТРЕХОСНОМ ЦИКЛИЧЕСКОМ НАГРУЖЕНИИ Effect of Cyclic Stress Ratio and Non-Plastic Fines Content on the Liquefaction Potential of …
SS Marzuni, M Fadaee, A Bahmanpour, M Derakhshandi
Основания, фундаменты и механика грунтов, 13, 2021
2021
Laboratory Study of the Effects of Cyclic Stress Ratio and Non-Plastic Fine Content on the Liquefaction Potential of Non-Cohesive Soil
S Safargholitabar Marzuni, M Fadaee, A Bahmanpour, M Derakhshandi
Bulletin of Earthquake Science and Engineering 8 (1), 53-63, 2021
2021
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