Stefania Lirer
- (2024): Proposal for an expeditious seismic vulnerability evaluation of the Italian medieval defensive walls. In: Bulletin of Earthquake Engineering, v. 22, n. 10 (21 June 2024).
- (2024): Experimental study of factors affecting the viscosity-based pore pressure generation model and the pseudo plastic behaviour of liquefiable soils. In: Soils and Foundations, v. 64, n. 3 (June 2024).
- (2022): Efficiency of Piles Stabilizing Slopes in Fine-Grained Soils. In: International Journal of Geomechanics, v. 22, n. 9 (September 2022).
- (2022): Simple approach to evaluate the influence of seismic residual displacements on post-liquefaction settlements of RC-frames. In: Structures, v. 37 (March 2022).
- (2019): Experimental evidences of the effectiveness of some liquefaction mitigation measures. Presented at: IABSE Symposium: Towards a Resilient Built Environment Risk and Asset Management, Guimarães, Portugal, 27-29 March 2019.
- (2011): On the Strength of Fibre-Reinforced Soils. In: Soils and Foundations, v. 51, n. 4 (August 2011).
- (2020): Effect of the pore fluid salinities on the behaviour of an electrokinetic treated soft clayey soil. In: Soils and Foundations, v. 60, n. 4 (August 2020).
- (2022): Relative relevance of factors affecting the electrokinetic dewatering of soft clayey soils. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 175, n. 2 (May 2022).
- (2019): Analysis of the coupled electro-osmotic and mechanical consolidation in clayey soils. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 172, n. 3 (August 2019).
- (2014): Soil grouting for the seismic protection of existing buildings. In: Proceedings of the Institution of Civil Engineers - Ground Improvement, v. 167, n. 3 (August 2014).
- (2021): A robust empirical model to estimate earthquake-induced excess pore water pressure in saturated and non-saturated soils. In: Bulletin of Earthquake Engineering, v. 19, n. 10 (June 2021).
- (2019): On the apparent viscosity of granular soils during liquefaction tests. In: Bulletin of Earthquake Engineering, v. 17, n. 11 (July 2019).
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