Michael Long 
- : Deterioration models for geotechnical slopes: a systematic review on the long-term behaviour of earthwork assets. In: Structure and Infrastructure Engineering.
- : Practical use of shear wave velocity measurements in UK clays (BGA Touring Lecture 2023). In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering.
- (2001): Database for Retaining Wall and Ground Movements due to Deep Excavations. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 127, n. 3 (March 2001).
- (2021): Behaviour of intermediate stiffness culverts with recycled concrete aggregate backfill. In: Tunnelling and Underground Space Technology, v. 115 (September 2021).
- (2021): Investigation of Development of the Earth Pressure Coefficient at Rest in Clay During Creep in the Framework of Hyper-Viscoplasticity. In: International Journal of Geomechanics, v. 21, n. 1 (January 2021).
- (2016): Resistivity of Irish glacial deposits. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 169, n. 1 (February 2016).
- (2014): Evaluation of peat strength for stability assessments. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 167, n. 5 (October 2014).
- (2012): Retaining wall behaviour in Dublin's estuarine deposits, Ireland. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 165, n. 6 (December 2012).
- (2012): Retaining wall behaviour in Dublin's fluvio-glacial gravel, Ireland. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 165, n. 5 (October 2012).
- (2012): Retaining walls in Dublin Boulder Clay, Ireland. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 165, n. 4 (August 2012).
- : Prediction of embankment settlement on Swedish peat using the Soft Soil Creep model. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering.
- (2007): A Comparative Study Between the NGI Direct Simple Shear Apparatus and the Mikasa Direct Shear Apparatus. In: Soils and Foundations, v. 47, n. 1 (February 2007).
- (2017): Effectiveness of resistivity cone penetration tests in salt-treated highly sensitive clay. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 170, n. 3 (August 2017).
- (2020): Assessing the abrasivity characteristics of the central Dublin fluvio-glacial gravels – A laboratory study. In: Tunnelling and Underground Space Technology, v. 96 (February 2020).
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