Giovanni Spagnoli 
- (2024): A Bayesian Vine Algorithm for Geotechnical Site Characterization Using High Dimensional, Multivariate, Limited, and Missing Data. Dans: Journal of Engineering Mechanics (ASCE), v. 150, n. 7 (juillet 2024).
- (2024): Natural Gradient Boosting for Probabilistic Prediction of Soaked CBR Values Using an Explainable Artificial Intelligence Approach. Dans: Buildings, v. 14, n. 2 (1 février 2024).
- (2024): Two-dimensional numerical analysis on the rock/bolt interaction considering shear and normal relative displacements. Dans: Tunnelling and Underground Space Technology, v. 143 (janvier 2024).
- (2024): Mechanical behaviour of grouted sands with acrylates and polyurethane resins. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 177, n. 3 (août 2024).
- (2022): Creep behaviour of two-component grout and interaction with segmental lining in tunnelling. Dans: Tunnelling and Underground Space Technology, v. 119 (janvier 2022).
- (2016): New Equations for Estimating Radial Loads on Deep Shaft Linings in Weak Rocks. Dans: International Journal of Geomechanics, v. 16, n. 6 (décembre 2016).
- (2017): Estimation of Shaft Radial Displacement beyond the Excavation Bottom before Installation of Permanent Lining in Nondilatant Weak Rocks with a Novel Formulation. Dans: International Journal of Geomechanics, v. 17, n. 9 (septembre 2017).
- (2019): Effect of Gravity of the Plastic Zones on the Behavior of Supports in Very Deep Tunnels Excavated in Rock Masses. Dans: International Journal of Geomechanics, v. 19, n. 9 (septembre 2019).
- (2023): Predicting compaction properties of soils at different compaction efforts. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 176, n. 2 (avril 2023).
- (2020): Evaluation of the safety factors of shotcrete linings during the creep stage. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 173, n. 3 (juin 2020).
- (2019): A numerical model to assess the creep of shotcrete linings. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 172, n. 4 (août 2019).
- (2016): Mixed-in-place response of two carbonate sands. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 169, n. 2 (avril 2016).
- (2015): Engineering and environmental aspects of offshore soil mixing. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 168, n. 3 (juin 2015).
- (2021): The influence of the two-component grout on the behaviour of a segmental lining in tunnelling. Dans: Tunnelling and Underground Space Technology, v. 109 (mars 2021).
- (2010): The Influence of the Dielectric Constant and Electrolyte Concentration of the Pore Fluids on the Undrained Shear Strength of Smectite. Dans: Soils and Foundations, v. 50, n. 5 (octobre 2010).
- (2020): Mineralogical and mechanical analysis of cement-stabilised sands. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 173, n. 1 (février 2020).
- (2013): Modification of clay adhesion to improve tunnelling excavation. Dans: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 166, n. 1 (février 2013).
- (2020): A simplified mathematical approach for the evaluation of the stabilizing forces applied by a passive cemented bolt to a sliding rock block. Dans: Tunnelling and Underground Space Technology, v. 103 (septembre 2020).
- (2019): Assessing the clogging potential of clay/additivemixtures by cone pull‐out tests. Dans: Geomechanics and Tunnelling, v. 12, n. 4 (août 2019).
- (2017): Theoretical Estimation of the Drilling Rates Comparing the Evans and Nishimatsu Models in Relation to the Offshore Piles. Dans: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 143, n. 2 (mars 2017).
- (2018): Estimation of Uplift Capacity and Installation Power of Helical Piles in Sand for Offshore Structures. Dans: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 144, n. 6 (novembre 2018).
- (2012): Strength of soil reinforced with fiber materials (Papyrus). Dans: Soil Mechanics and Foundation Engineering, v. 48, n. 6 (janvier 2012).
- (2013): Experimental comparison of triaxial-compression tests performed according to different standards. Dans: Soil Mechanics and Foundation Engineering, v. 50, n. 1 (mars 2013).
- (2014): Design of a novel drilled-and-grouted pile in sand for offshore oil&gas structures. Dans: Marine Structures, v. 39 (décembre 2014).
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