Geotechnical characterization of mixed sandy and silty soils using piezocone tests: Analysis of partial drainage phenomena and rate effects on the experimental soil response

The cone penetration test (CPT), together with its recent variation (CPTU), has become the most widely used in-situ testing technique for soil profiling and geotechnical characterization. The knowledge gained over the last decades on the interpretation procedures in sands and clays is certainly wide, whilst very few contributions can be found as regards the analysis of CPT(u) data in intermediate soils. Indeed, it is widely accepted that at the standard rate of penetration (v = 20 mm/s), drained penetration occurs in sands while undrained penetration occurs in clays. However, a problem arise when the available interpretation approaches are applied to cone measurements in silts, sandy silts, silty or clayey sands, since such intermediate geomaterials are often characterized by permeability values within the range in which partial drainage is very likely to occur. Hence, the application of the available and well-established interpretation procedures, developed for ‘standard’ clays and sands, may result in invalid estimates of soil parameters. This study aims at providing a better understanding on the interpretation of CPTU data in natural sand and silt mixtures, by taking into account two main aspects, as specified below: 1)Investigating the effect of penetration rate on piezocone measurements, with the aim of identifying drainage conditions when cone penetration is performed at a standard rate. This part of the thesis has been carried out with reference to a specific CPTU database recently collected in a liquefaction-prone area (Emilia-Romagna Region, Italy). 2)Providing a better insight into the interpretation of piezocone tests in the widely studied silty sediments of the Venetian lagoon (Italy). Research has focused on the calibration and verification of some site-specific correlations, with special reference to the estimate of compressibility parameters for the assessment of long-term settlements of the Venetian coastal defences.

Application of Submerged Grouted Anchors in Sheet Pile Quay Walls

Sheet pile walls are one of the oldest earth retention systems utilized in civil engineering projects. They are used for various purposes; such as excavation support system, cofferdams, cut-off walls under dams, slope stabilization, waterfront structures, and flood walls. Sheet pile walls are one of the most common types of quay walls used in port construction. The worldwide increases in utilization of large ships for transportation have created an urgent need of deepening the seabed within port areas and consequently the rehabilitation of its wharfs. Several methods can be used to increase the load-carrying capacity of sheet-piling walls. The use of additional anchored tie rods grouted into the backfill soil and arranged along the exposed wall height is one of the most practical and appropriate solutions adopted for stabilization and rehabilitation of the existing quay wall. The Ravenna Port Authority initiated a project to deepen the harbor bottom at selected wharves. An extensive parametric study through the finite element program, PLAXIS 2D, version 2012 was carried out to investigate the enhancement of using submerged grouted anchors technique on the load response of sheet-piling quay wall. The influence of grout-ties area, length of grouted body, anchor inclination and anchor location were considered and evaluated due to the effect of different system parameters. Also a comparative study was conducted by Plaxis 2D and 3D program to investigate the behavior of these sheet pile quay walls in terms of horizontal displacements induced along the sheet pile wall and ground surface settlements as well as the anchor force and calculated factor of safety. Finally, a comprehensive study was carried out by using different constitutive models to simulate the mechanical behavior of the soil to investigate the effect of these two models (Mohr-Coulomb and Hardening Soil) on the behavior of these sheet pile quay walls.

Citta' e territorio: La formazione della citta' romana nell'ager gallicus

La presente ricerca affronta lo studio della formazione delle realtà urbane nell'area dell'antico Ager Gallicus, grossomodo corrispondente all'attuale territorio delle Marche settentrionali. Nel quadro della colonizzazione romana il fenomeno urbano rappresenta, infatti, l'elemento cardine nell'organizzazione di un territorio. Per tale ragione, si è scelto di condurre un lavoro finalizzato alla comprensione dei tempi e dei modi che portarono alla formazione dei municipi e delle colonie nella strutturazione romana del territorio, cercando anche di comprendere le scelte insediative alla base delle singole forme strutturali. L'analisi della genesi e dello sviluppo del fenomeno urbano nell'ager Gallicus ha come obiettivo ultimo l'approfondimento della conoscenza sulla colonizzazione e romanizzazione in area medio adriatica. La ricerca si articola in: uno stato dell'arte delle più recenti interpretazioni storiografiche; una sintesi sulle cosiddette “forme della conquista” (frequentazioni “precoloniali”, realtà santuariali, fondazioni coloniarie, realtà proto-urbane legate all'agro); una dettagliata e aggiornata schedatura storico-archeologica e urbanistico-topografica delle singole realtà urbane dell'ager Gallicus (le colonie di Sena Gallica, Pisaurum, Fanum Fortunae e Aesis, e i municipi di Forum Sempronii, Suasa e Ostra, e Sentinum); una parte conclusiva dove, mettendo a confronto gli elementi alla base della definizione urbana delle realtà esaminate, vengono delineati e sintetizzati i principali modelli di formazione delle città nell'ager Gallicus così individuati (fondazione coloniaria; fondazione coloniaria preceduta da una fase precoloniale nella forma di conciliabulum; nucleo di aggregazione precedente (conciliabulum) scelto quale polo di riferimento del popolamento sparso nel territorio al momento delle distribuzioni viritane; centro di servizio creato in funzione di assegnazioni di terre ai coloni). Infine, viene tracciato un quadro complessivo della romanizzazione dell'ager Gallicus, che, in estrema sintesi, si configura come un processo progressivo di occupazione del territorio rispecchiato dallo sviluppo stesso del fenomeno urbano, ma che si differenzia dalle aree limitrofe o dall'area cisalpina per alcune importanti dinamiche etnico-demografiche.

La casa ellenistica in Epiro ed Illiria meridionale

Il ritrovamento della Casa dei due peristili a Phoinike ha aperto la strada a un’intensa opera di revisione di tutti i dati relativi all’edilizia domestica nella regione, con studi comparativi verso nord (Illiria meridionale) e verso sud (il resto dell’Epiro, ovvero Tesprozia e Molossia). Tutta quest’area della Grecia nord-occidentale è stata caratterizzata nell’antichità da un’urbanizzazione scarsa numericamente e tardiva cronologicamente (non prima del IV sec. a.C.), a parte ovviamente le colonie corinzio-corciresi di area Adriatico- Ionica d’età arcaica (come Ambracia, Apollonia, Epidamnos). A un’urbanistica di tipo razionale e programmato (ad es. Cassope, Orraon, Gitani in Tesprozia, Antigonea in Caonia) si associano numerosi casi di abitati cresciuti soprattutto in rapporto alla natura del suolo, spesso diseguale e montagnoso (ad es. Dymokastro/Elina in Tesprozia, Çuka e Aitoit nella Kestrine), talora semplici villaggi fortificati, privi di una vera fisionomia urbana. D’altro canto il concetto classico di polis così come lo impieghiamo normalmente per la Grecia centro-meridionale non ha valore qui, in uno stato di tipo federale e dominato dall’economia del pascolo e della selva. In questo contesto l’edilizia domestica assume caratteri differenti fra IV e I sec. a.C.: da un lato le città ortogonali ripetono schemi egualitari con poche eccezioni, soprattutto alle origini (IV sec. a.C., come a Cassope e forse a Gitani), dall’altro si delinea una spiccata differenziazione a partire dal III sec., quando si adottano modelli architettonici differenti, come i peristili, indizio di una più forte differenziazione sociale (esemplari i casi di Antigonea e anche di Byllis in Illiria meridionale). I centri minori e fortificati d’altura impiegano formule abitative più semplici, che sfruttano l’articolazione del terreno roccioso per realizzare abitazioni a quote differenti, utilizzando la roccia naturale anche come pareti o pavimenti dei vani.

Soil-structure interaction during tunnelling in urban area: observations and 3D numerical modelling

This work illustrates a soil-tunnel-structure interaction study performed by an integrated,geotechnical and structural,approach based on 3D finite element analyses and validated against experimental observations.The study aims at analysing the response of reinforced concrete framed buildings on discrete foundations in interaction with metro lines.It refers to the case of the twin tunnels of the Milan (Italy) metro line 5,recently built in coarse grained materials using EPB machines,for which subsidence measurements collected along ground and building sections during tunnelling were available.Settlements measured under freefield conditions are firstly back interpreted using Gaussian empirical predictions. Then,the in situ measurements’ analysis is extended to include the evolving response of a 9 storey reinforced concrete building while being undercrossed by the metro line.In the finite element study,the soil mechanical behaviour is described using an advanced constitutive model. This latter,when combined with a proper simulation of the excavation process, proves to realistically reproduce the subsidence profiles under free field conditions and to capture the interaction phenomena occurring between the twin tunnels during the excavation. Furthermore, when the numerical model is extended to include the building, schematised in a detailed manner, the results are in good agreement with the monitoring data for different stages of the twin tunnelling. Thus, they indirectly confirm the satisfactory performance of the adopted numerical approach which also allows a direct evaluation of the structural response as an outcome of the analysis. Further analyses are also carried out modelling the building with different levels of detail. The results highlight that, in this case, the simplified approach based on the equivalent plate schematisation is inadequate to capture the real tunnelling induced displacement field. The overall behaviour of the system proves to be mainly influenced by the buried portion of the building which plays an essential role in the interaction mechanism, due to its high stiffness.

Assessment of the population structure and temporal changes in spatial dynamics and genetic characteristics of the Atlantic bluefin tuna under a fishery independent framework.

As a large and long-lived species with high economic value, restricted spawning areas and short spawning periods, the Atlantic bluefin tuna (BFT; Thunnus thynnus) is particularly susceptible to over-exploitation. Although BFT have been targeted by fisheries in the Mediterranean Sea for thousands of years, it has only been in these last decades that the exploitation rate has reached far beyond sustainable levels. An understanding of the population structure, spatial dynamics, exploitation rates and the environmental variables that affect BFT is crucial for the conservation of the species. The aims of this PhD project were 1) to assess the accuracy of larval identification methods, 2) determine the genetic structure of modern BFT populations, 3) assess the self-recruitment rate in the Gulf of Mexico and Mediterranean spawning areas, 4) estimate the immigration rate of BFT to feeding aggregations from the various spawning areas, and 5) develop tools capable of investigating the temporal stability of population structuring in the Mediterranean Sea. Several weaknesses in modern morphology-based taxonomy including demographic decline of expert taxonomists, flawed identification keys, reluctance of the taxonomic community to embrace advances in digital communications and a general scarcity of modern user-friendly materials are reviewed. Barcoding of scombrid larvae revealed important differences in the accuracy of the taxonomic identifications carried out by different ichthyoplanktologists following morphology-based methods. Using a Genotyping-by-Sequencing a panel of 95 SNPs was developed and used to characterize the population structuring of BFT and composition of adult feeding aggregations. Using novel molecular techniques, DNA was extracted from bluefin tuna vertebrae excavated from late iron age, ancient roman settlements Byzantine-era Constantinople and a 20th century collection. A second panel of 96 SNPs was developed to genotype historical and modern samples in order to elucidate changes in population structuring and allele frequencies of loci associated with selective traits.