Pierpaolo Oreste 
- (2022): The Buoyancy of the Tunnel Segmental Lining in the Surrounding Filling Material and its Effects on the Concrete Stress State. Dans: Geotechnical and Geological Engineering, v. 41, n. 2 (20 septembre 2022).
- (2023): The contribution of the bolting system to the shear stiffness of circumferential joints in tunnel segmental linings. Dans: Computers and Geotechnics, v. 162 (octobre 2023).
- (2019): Performance of systematic fully grouted rockbolts and shotcreted layer in circular tunnel under the hydrostatic conditions using 3D finite difference approach. Dans: Geomechanics and Geoengineering, v. 16, n. 3 (9 août 2019).
- (2024): The influence of the nonlinear behaviour of connecting bolts on the shear stiffness of circular joints in a tunnel segmental lining. Dans: Tunnelling and Underground Space Technology, v. 146 (avril 2024).
- (2024): Main factors influencing the shear stiffness of circular joints in tunnel segmental linings analyzed by numerical modelling. Dans: Engineering Structures, v. 308 (juin 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).
- (2005): A probabilistic design approach for tunnel supports. Dans: Computers and Geotechnics, v. 32, n. 7 (octobre 2005).
- (2013): 2D Tunnel Numerical Investigation: The Influence of the Simplified Excavation Method on Tunnel Behaviour. Dans: Geotechnical and Geological Engineering, v. 32, n. 1 (8 septembre 2013).
- (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): Practical Method for the Design of Pretensioned Fully Grouted Rockbolts in Tunnels. Dans: International Journal of Geomechanics, v. 16, n. 1 (février 2016).
- (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).
- (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).
- (2018): Simplified approach to the design of segmental tunnel linings. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 171, n. 3 (juin 2018).
- (2015): Analysis of non-linear strain-softening behaviour around tunnels. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 168, n. 1 (février 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).
- (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).
- (2015): Behaviour of segmental tunnel linings under seismic loads studied with the hyperstatic reaction method. Dans: Soil Dynamics and Earthquake Engineering, v. 79 (décembre 2015).
- (2015): 2D numerical investigation of segmental tunnel lining under seismic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 72 (mai 2015).
- (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).
- (2014): Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Dans: Tunnelling and Underground Space Technology, v. 42 (mai 2014).
- (2013): 2D numerical investigation of segmental tunnel lining behavior. Dans: Tunnelling and Underground Space Technology, v. 37 (août 2013).
- (2005): Back-analysis techniques for the improvement of the understanding of rock in underground constructions. Dans: Tunnelling and Underground Space Technology, v. 20, n. 1 (janvier 2005).
- (2016): 3D numerical investigation of mechanized twin tunnels in soft ground – Influence of lagging distance between two tunnel faces. Dans: Engineering Structures, v. 109 (février 2016).
- (2018): simple analytical approach to simulate the arch umbrella supporting system in deep tunnels based on convergence confinement method. Dans: Tunnelling and Underground Space Technology, v. 82 (décembre 2018).
- (1999): Criteria for tunnel static approval test. Présenté pendant: AFTES – Paris 25-28 octobre 1999.
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