| Interpretation of free-field ground movements caused by mechanized tunnel construction ES Ieronymaki, AJ Whittle, DS Sureda Journal of Geotechnical and Geoenvironmental Engineering 143 (4), 04016114, 2017 | 32 | 2017 |
| Comparative study of the effects of three tunneling methods on ground movements in stiff clay E Ieronymaki, AJ Whittle, HH Einstein Tunnelling and Underground Space Technology 74, 167-177, 2018 | 30 | 2018 |
| Subway station dwell time prediction and user-induced delay M Volovski, ES Ieronymaki, C Cao, JP O’Loughlin Transportmetrica A: Transport Science 17 (4), 521-539, 2021 | 11 | 2021 |
| Pipeline response to ground deformations induced by tunneling ES Ieronymaki, AJ Whittle Geotechnical Frontiers 2017, 566-575, 2017 | 8 | 2017 |
| Prediction and interpretation of ground movements due to tunneling in stiff clay and impacts on adjacent structures ES Ieronymaki Massachusetts Institute of Technology, 2015 | 8 | 2015 |
| Comparison of free-field ground movements caused by mechanized and open-face tunneling E Ieronymaki, AJ Whittle, D Simic | 3 | 2015 |
| Response of continuous pipelines to tunnel induced ground deformations ES Ieronymaki Massachusetts Institute of Technology, 2011 | 2 | 2011 |
| Geo-Structures 2024: Innovation and Experience with Earth Retaining Structures MA Pando, ES Ieronymaki American Society of Civil Engineers, 2024 | | 2024 |
| Behavior and Implications of Diaphragm Walls in Various Ground Conditions ES Ieronymaki, A Marinucci Geo-Structures 2024, 167-177, 2024 | | 2024 |
| Excavation case study in Manhattan, NY with practical approach to predict ground movements ES Ieronymaki, JD Maniscalco, G Corral Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2021 | | 2021 |
| Introduction of Cooperative and Competition-Driven Learning in Geotechnical Engineering Education ES Ieronymaki, M Omidvar, D Rabadi 5th International Conference of Geotechnical Engineering Education, Athens …, 2020 | | 2020 |
| Making Foundation Design Courses More Engaging and Effective for Students ES Ieronymaki Deep Foundations 1, 103-104, 2020 | | 2020 |
| Making Foundation Design Courses More Engaging and Effective for Students ES Ieronymaki DFI 44th Annual Conference on Deep Foundations, Chicago, IL, 2019 | | 2019 |
| Predicting tunnelling-induced ground movements and interpreting field measurements using numerical analysis: Crossrail case study at Hyde Park V Avgerinos, DM Potts, JR Standing, MSP Wan, ES Ieronymaki, K Boukin, ... Géotechnique 69 (10), 936-939, 2019 | | 2019 |
| Performance and Analysis of a Braced Secant Pile Wall ES Ieronymaki Deep Foundations 4, 75-79, 2019 | | 2019 |
| Design and Construction Considerations for Anchored Earth Retention Systems in Urban Environments A Marinucci, W Carswell, S Nichols, ES Ieronymaki, D Reid 4th International Conference on Deep Foundations of Bolivia, Santa Cruz, Bolivia, 2019 | | 2019 |
| Performance and Analysis of a Braced Secant Pile Wall for a Multistory Building in Manhattan, NY J Maniscalco, ES Ieronymaki DFI-EFFC International Conference on Deep Foundations and Ground Improvement …, 2018 | | 2018 |
| An empirical design tool to predict ground surface response to tunneling with TBM ES Ieronymaki, A Whittle, M Martello World Tunnel Congress (WTC) 2018, Dubai, UA, 2018 | | 2018 |
| Numerical simulations of the performance of drains under earthquake induced liquefaction ES Ieronymaki National Technical University of Athens, Civil Engineering Department, 2009 | | 2009 |
| Bearing capacity and settlements of strip foundation on liquefiable soil ES Ieronymaki National Technical University of Athens, Civil Engineering Department, 2007 | | 2007 |
Andrew WhittleMITVerified email at mit.edu
