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Implementation and Use of a Mechanical Cone Penetration Test Database for Liquefaction Hazard Assessment of the Coastal Area of the Tuscany Region.
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- Geosciences (2076-3263), 2020, v. 10, n. 4, p. 128, doi. 10.3390/geosciences10040128
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Free-Field Seismic Response Analysis: The Piazza dei Miracoli in Pisa Case Study.
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- International Journal of Geotechnical Earthquake Engineering, 2018, v. 9, n. 1, p. 1, doi. 10.4018/IJGEE.2018010101
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- Article
Laterally Loaded Single Pile Response Considering the Influence of Suction and Non-Linear Behaviour of Reinforced Concrete Sections.
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- Applied Sciences (2076-3417), 2017, v. 7, n. 12, p. 1310, doi. 10.3390/app7121310
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- Article
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil.
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- Geosciences (2076-3263), 2018, v. 8, n. 7, p. 228, doi. 10.3390/geosciences8070228
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Preliminary Validation of a Novel Method for the Assessment of Effective Stress State in Partially Saturated Soils by Cone Penetration Tests.
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- Geosciences (2076-3263), 2018, v. 8, n. 1, p. 30, doi. 10.3390/geosciences8010030
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- Article
Analysis Method for Laterally Loaded Pile Groups Using an Advanced Modeling of Reinforced Concrete Sections.
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- Materials (1996-1944), 2018, v. 11, n. 2, p. 300, doi. 10.3390/ma11020300
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Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections.
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- Materials (1996-1944), 2017, v. 10, n. 6, p. 669, doi. 10.3390/ma10060669
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- Article