A confined disposal facility was constructed at the Ancona Harbor (Italy), to host marine contaminated dredged sediments and use it as a container storage area. In the framework of a research agreement of the Ancona Port Authority and Università Politecnica delle Marche, a study was carried out to improve the mechanical characteristics of the dredged fine-grained sediments by preloading combined with prefabricated vertical drains (PVDs). After the site investigation phase, a full-scale test field was set up, equipped with settlement gauges, piezometers and load cells. The paper presents and discusses a finite element model with plane strain geometry (simpler and more affordable than a 3D tool) to simulate the dredged sediments behaviour during the consolidation process. Modelling discrete mono-dimensional PVD elements in plane strain conditions was applied, taking into account the smear effect due to their installation. Model results are compared with the actual settlements to evaluate the model suitability for the case of concern.

Modeling PVD-Assisted Consolidation of Dredged Sediments in a Confined Disposal Facility / Di Sante, M., Bellezza, I., Fratalocchi, E., Mazzieri, F.. - ELETTRONICO. - (2026), pp. 200-207. (9th Italian National Conference of the Researchers of Geotechnical Engineering - CNRIG 2026 L'Aquila - Italy 1-3 Luglio 2026) [10.1007/978-3-032-30669-2_24].

Modeling PVD-Assisted Consolidation of Dredged Sediments in a Confined Disposal Facility

Di Sante, Marta
Primo
;
Bellezza, Ivo;Fratalocchi, Evelina;Mazzieri, Francesco
Ultimo
2026-01-01

Abstract

A confined disposal facility was constructed at the Ancona Harbor (Italy), to host marine contaminated dredged sediments and use it as a container storage area. In the framework of a research agreement of the Ancona Port Authority and Università Politecnica delle Marche, a study was carried out to improve the mechanical characteristics of the dredged fine-grained sediments by preloading combined with prefabricated vertical drains (PVDs). After the site investigation phase, a full-scale test field was set up, equipped with settlement gauges, piezometers and load cells. The paper presents and discusses a finite element model with plane strain geometry (simpler and more affordable than a 3D tool) to simulate the dredged sediments behaviour during the consolidation process. Modelling discrete mono-dimensional PVD elements in plane strain conditions was applied, taking into account the smear effect due to their installation. Model results are compared with the actual settlements to evaluate the model suitability for the case of concern.
2026
9783032306685
9783032306692
File in questo prodotto:
File Dimensione Formato  
116-Di Sante Rev.pdf

Open Access dal 03/09/2026

Tipologia: Documento in post-print (versione successiva alla peer review e accettata per la pubblicazione)
Licenza d'uso: Licenza specifica dell'editore
Dimensione 663.28 kB
Formato Adobe PDF
663.28 kB Adobe PDF Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11566/362120
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
social impact