D. Porcino

发表

Shear wave velocity-based evaluation of liquefaction resistance for calcareous sands of different origin

D. Porcino, G. Tomasello, 2019, Soil Dynamics and Earthquake Engineering.

Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter

Theodoros Triantafyllidis, D. Porcino, Valentina Diano, 2020, Acta Geotechnica.

Laboratory Study on Pore Pressure Generation and Liquefaction of Low-Plasticity Silty Sandy Soils during the 2012 Earthquake in Italy

D. Porcino, Valentina Diano, V. Diano, 2016 .

Cyclic liquefaction behaviour of a moderately cemented grouted sand under repeated loading

D. Porcino, V. Marcianò, R. Granata, 2015 .

Recovery of Biomass Fly Ash and HDPE in Innovative Synthetic Lightweight Aggregates for Sustainable Geotechnical Applications

A. Malara, E. Paone, L. Bonaccorsi, 2020, Sustainability.

Using different state parameters for characterizing undrained static and cyclic behavior of sand with non-plastic fines

T. Wichtmann, T. Triantafyllidis, D. Porcino, 2022, Soil Dynamics and Earthquake Engineering.

The influence of non-plastic fines on pore water pressure generation and undrained shear strength of sand-silt mixtures

D. Porcino, Valentina Diano, V. Diano, 2017 .

Influence of cyclic pre-shearing on undrained behaviour of carbonate sand in simple shear tests

D. Porcino, V. Marcianò, Vito Nicola Ghionna, 2009 .

Effect of Initial Fabric on Cyclic and Monotonic Undrained Shear Strength of Gioia Tauro Sand

D. Porcino, V. Marcianò, 2008 .

Pre- and Post-Liquefaction Response of Sand in Cyclic Simple Shear

G. Caridi, D. Porcino, 2007 .

Exploring Static Instability Behavior of Sand-Fines Mixtures Based on Different State Variables

D. Porcino, G. Tomasello, 2019, Lecture Notes in Civil Engineering.

Undrained cyclic response of a silicate-grouted sand for liquefaction mitigation purposes

D. Porcino, V. Marcianò, R. Granata, 2011 .

Bonding degradation and stress–dilatancy response of weakly cemented sands

D. Porcino, V. Marcianò, 2017 .

Recent advances in pore water pressure and liquefaction characteristics of low plasticity silty sands subjected to cyclic loading

D. Porcino, 2019, IOP Conference Series: Earth and Environmental Science.

Liquefaction Resistance of Undisturbed and Reconstituted Samples of a Natural Coarse Sand from Undrained Cyclic Triaxial Tests

Vito Nicola Ghionna, D. Porcino, D. Porcino, 2006 .

Application of Critical State Approach to Liquefaction Resistance of Sand–Silt Mixtures under Cyclic Simple Shear Loading

T. Wichtmann, T. Triantafyllidis, D. Porcino, 2021 .

Laboratory determination of mechanical and hydraulic properties of chemically grouted sands

D. Porcino, V. Ghionna, V. Marcianò, 2016 .

Interpreting the deformation phenomena triggered by the 2012 Emilia seismic sequence on the Canale Diversivo di Burana banks

A. Chiaradonna, G. Lanzo, G. Gottardi, 2015 .

INTERFACE BEHAVIOR OF SANDS FROM CONSTANT NORMAL STIFFNESS DIRECT SHEAR TESTS

Vito Nicola Ghionna, D. Porcino, V. Fioravante, 2003 .

A Costant Normal Stiffness Direct Shear Box for Soil-solid Interfaces Tests

Vito Nicola Ghionna, D. Porcino, V. Fioravante, 1999 .

Undrained monotonic and cyclic simple shear behaviour of carbonate sand

Vito Nicola Ghionna, D. Porcino, G. Caridi, 2008 .

Earthquake-induced large deformations and failure mechanisms of silty sands in sloped ground conditions

D. Porcino, G. Tomasello, 2023, Soil Dynamics and Earthquake Engineering.

Influence of sloping ground conditions on cyclic liquefaction behavior of sand under simple shear loading

D. Porcino, G. Tomasello, 2022, Soil Dynamics and Earthquake Engineering.

Key factors affecting prediction of seismic pore water pressures in silty sands based on damage parameter

D. Porcino, Giuseppe Tomasello, Valentina Diano, 2018, Bulletin of Earthquake Engineering.

Evaluating Liquefaction Resistance of a Calcareous Sand Using the Cone Penetration Test

D. Porcino, V. Marcianò, 2010 .