Pavement and alignment design of a new rural road in the province of Bologna

This thesis aims to give a general view of pavement types all over the world, by showing the different characteristics of each one and its different life steps starting from construction, passing by maintenance and arriving until recycling phase. The flexible pavement took the main part of this work because it has been used in the last part of this thesis to design a project of a rural road. This project is located in the province of Bologna-Italy (‘Comune di Argelato’, 26 km in the north of Bologna), and has 5677, 81 m of length. A pavement design was made using the program BISAR 3.0 and a fatigue life study was made, also, in order to estimate the number of loads (in terms of heavy vehicles axle) to cause road’s failure . An alignment design was made for this project and a safety study was established in order to check if the available sight distance at curves respects the safety norms or not, by comparing it to the stopping sight distance. Different technical sheets are demonstrated and several cases are discussed in order to clarify the main design principles and underline the main hazardous cases to be avoided especially at intersection. This latter, its type’s choice depends on several factors in order to make the suitable design according to the environmental data. At this part of the road, the safety is a primordial point due to the high accident rate in this zone. For this reason, different safety aspects are discussed especially at roundabouts, signalized intersections, and also some other common intersection types. The design and the safety norms are taken with reference to AASHTO (American Association of State Highway and Transportation Officials), ACT (Transportation Association of Canada), and also according to Italian norms (Decreto Ministeriale delle Starde).

Recycling of end of life concrete fines (0 - 4 mm) into silica and cement

The purpose of this work is to find a methodology in order to make possible the recycling of fines (0 - 4 mm) in the Construction and Demolition Waste (CDW) process. At the moment this fraction is a not desired by-product: it has high contaminant content, it has to be separated from the coarse fraction, because of its high water absorption which can affect the properties of the concrete. In fact, in some countries the use of fines recycled aggregates is highly restricted or even banned. This work is placed inside the European project C2CA (from Concrete to Cement and Clean Aggregates) and it has been held in the Faculty of Civil Engineering and Geosciences of the Technical University of Delft, in particular, in the laboratory of Resources And Recycling. This research proposes some procedures in order to close the loop of the entire recycling process. After the classification done by ADR (Advanced Dry Recovery) the two fractions "airknife" and "rotor" (that together constitute the fraction 0 - 4 mm) are inserted in a new machine that works at high temperatures. The temperatures analysed in this research are 600 °C and 750 °C, cause at that temperature it is supposed that the cement bounds become very weak. The final goal is "to clean" the coarse fraction (0,250 - 4 mm) from the cement still attached to the sand and try to concentrate the cement paste in the fraction 0 - 0,250 mm. This new set-up is able to dry the material in very few seconds, divide it into two fractions (the coarse one and the fine one) thanks to the air and increase the amount of fines (0 - 0,250 mm) promoting the attrition between the particles through a vibration device. The coarse fraction is then processed in a ball mill in order to improve the result and reach the final goal. Thanks to the high temperature it is possible to markedly reduce the milling time. The sand 0 - 2 mm, after being heated and milled is used to replace 100% of norm sand in mortar production. The results are very promising: the mortar made with recycled sand reaches an early strength, in fact the increment with respect to the mortar made with norm sand is 20% after three days and 7% after seven days. With this research it has been demonstrated that once the temperature is increased it is possible to obtain a clean coarse fraction (0,250 - 4 mm), free from cement paste that is concentrated in the fine fraction 0 - 0,250 mm. The milling time and the drying time can be largely reduced. The recycled sand shows better performance in terms of mechanical properties with respect to the natural one.

Recycling the city: a sustainable planning framework to reduce, reuse and recycle urban residual spaces

Cities are key locations where Sustainability needs to be addressed at all levels, as land is a finite resource. However, not all urban spaces are exploited at best, and land developers often evaluate unused, misused, or poorly-designed urban portions as impracticable constraints. Further, public authorities lose the challenge to enable and turn these urban spaces into valuable opportunities where Sustainable Urban Development may flourish. Arguing that these spatial elements are at the centre of SUD, the paper elaborates a prototype in the form of a conceptual strategic planning framework, committed to an effective recycling of the city spaces using a flexible and multidisciplinary approach. Firstly, the research focuses upon a broad review of Sustainability literature, highlighting established principles and guidelines, building a sound theoretical base for the new concept. Hence, it investigates origins, identifies and congruently suggests a definition, characterisation and classification for urban “R-Spaces”. Secondly, formal, informal and temporary fitting functions are analysed and inserted into a portfolio meant to enhance adaptability and enlarge the choices for the on-site interventions. Thirdly, the study outlines ideal quality requirements for a sustainable planning process. Then, findings are condensed in the proposal, which is articulated in the individuation of tools, actors, plans, processes and strategies. Afterwards, the prototype is tested upon case studies: Solar Community (Casalecchio di Reno, Bologna) and Hyllie Sustainable City Project, the latter developed via an international workshop (ACSI-Camp, Malmö, Sweden). Besides, the qualitative results suggest, inter alia, the need to right-size spatial interventions, separate structural and operative actors, involve synergies’ multipliers and intermediaries (e.g. entrepreneurial HUBs, innovation agencies, cluster organisations…), maintain stakeholders’ diversity and create a circular process open for new participants. Finally, the paper speculates upon a transfer of the Swedish case study to Italy, and then indicates desirable future researches to favour the prototype implementation.

Il Pavement Management System di un'infrastruttura viaria: il caso del quartiere di Campo di Marte del Comune di Firenze

L’elaborato si apre presentando il concetto di Pavement Managemet System (PMS), un modello di gestione degli interventi di manutenzione che le pavimentazioni di una rete stradale dovranno subire nel corso del tempo. Uno dei punti di forza del Pavement Management System, è costituito dalla diretta comparazione tra i costi delle strategie programmate e i relativi benefici, che consente di scegliere l’alternativa più efficace. Nel secondo capitolo viene descritto il catasto stradale, strumento di fondamentale importanza per la gestione del patrimonio stradale e per il funzionamento del Pavement Management System. Esso infatti è l’elemento di collegamento tra la sicurezza e la programmazione della manutenzione. Il terzo capitolo espone il caso di studio del quartiere di Campo di Marte del Comune di Firenze. L’elemento di partenza di questo capitolo è il database dei sinistri stradali, il quale aiuta ad individuare alcune carenze della sovrastruttura che potrebbero essere causa di disagi o addirittura di incidenti. Dall’analisi si possono quindi dedurre utili indicazioni sul tipo di interventi che si rendono necessari per garantire la sicurezza e sulle priorità degli interventi stessi. Successivamente vengono descritte le modalità di rilievo per il quartiere oggetto del caso di studio ed esposti i risultati. Questi, uniti a quelli degli indici di stato prestazionali, danno vita alla pianificazione degli interventi di manutenzione necessari. Il quarto ed ultimo capitolo contiene i piani di manutenzione, con la relativa catalogazione degli interventi di manutenzione e riabilitazione. Questi vengono pianificati con l’ausilio dei risultati provenienti dai rilievi e dagli indici di stato prestazionali. Infine vengono presentati a titolo di esempio, tre casi reali di piano operativo degli interventi sulle pavimentazioni di strade appartenenti al quartiere di Campo di Marte.

Sustainability analysis in the mining sector: a case study on new recycling technologies for sulphidic mine residues valorisation

Research has demonstrated that mining activities can cause serious impacts on the environment, as well as the surrounding communities, mainly due to the unsafe storage of mine tailings. This research focuses on the sustainability assessment of new technologies for the recovery of metals from mine residues. The assessment consists in the evaluation of the environmental, economic, and social impacts through the Life Cycle based methods: Life Cycle Assessment (LCA), Life Cycle Costing (LCC), and Social Life Cycle Assessment (SLCA). The analyses are performed on the Mondo Minerals bioleaching project, which aim is to recover nickel and cobalt from the Sotkamo and Vuonos mine tailings. The LCA demonstrates that the project contributes to the avoided production of nickel and cobalt concentrates from new resources, hence reducing several environmental impacts. The LCC analysis shows that the company’s main costs are linked to the bioleaching process, caused by electricity consumption and the chemicals used. The SLCA analyses the impacts on three main stakeholder categories: workers, local community, and society. The results demonstrated that a fair salary (or the absence of it) impacts the workers the most, while the local community stakeholder category impacts are related to the access to material resources. The health and safety category is the most impacted category for the society stakeholder. The environmental and economic analyses demonstrate that the recovery of mine tailings may represents a good opportunity for mine companies both to reduce the environmental impacts linked to mine tailings and to increase the profitability. In particular, the project helps reduce the amounts of metals extracted from new resources and demonstrates that the use of the bioleaching technology for the extraction of metals can be economically profitable.

Study of recycled Rap and Ra as alternative aggregates for pavements' sub-base and base

Nowadays, an important world’s population growth forecast establish that an increase of 2 billion people is expected by 2050. (UN,2019). This increment of people worldwide involves more humans, as well as growth of the demand for the construction of new residential, institutional, industrial, and infrastructural areas, prompting to a higher consumption of natural resources as required for construction materials. In addition, an effect of this population growth is the production and accumulation of waste causing a serious environmental and economic issue around the world. As an alternative to just producing more waste at the final stage of a building, house, road, among other concrete-based structures, adequate techniques must be applied for recycling and reusing these potential materials. The main priority of the thesis is to foment and evaluate the sustainable construction work leading to environmental-friendly actions that promote the reuse and recycling of construction waste, focusing on the use of construction recycled construction materials as an alternative for sub-base and base of road structure application. This thesis is committed to the analysis of the several laboratory tests carried out for achieving the physical-mechanical properties of the studied materials (recycled concrete aggregates + reclaimed asphalt pavement (RCA+RAP) and stabilized crushed sleepers). All these tests have been carried out in the Laboratory of Roads from the University of Bologna and in the experimental site in CAR srl., at Imola. The results are reported in tables, graphs, and are discussed. The mechanical properties values obtained from the laboratory tests are analysed and compared with standard values declared in the Italian and European normative for roads construction and to the results obtained from in-situ tests in the experimentation field (CAR srl in Imola) with the same materials. This to analyse the performance of them under natural conditions.

Recupero e riutilizzo di uno scarpone da sci a fine vita. Ottimizzazione del processo di Design for Recycling con simulazione agli elementi finiti validata tramite correlazione di immagini digitale

Il presente elaborato di tesi è parte di un ampio progetto finalizzato alla realizzazione di uno scarpone da sci ottenuto per il 90% di materiale da riciclo di scarponi da sci a fine vita. L’obiettivo è di realizzare la progettazione del nuovo scarpone, e caratterizzarne le proprietà flessionali avvalendosi ti tecniche di simulazione numerica FEM validata attraverso Correlazione di Immagini Digitale. La caratterizzazione flessionale è realizzata con la prova del Flex Test, che consiste nell’imporre una flessione dorsale ad una protesi di gamba. Le prime simulazioni FEM di questo complesso modello hanno evidenziato delle criticità. La presente ricerca, si pone l’obiettivo di risolvere singolarmente questi problemi. Inizialmente, si è realizzata la blend polimerica dei materiali dello scafo e del gambetto dello scarpone. Si è effettuata la caratterizzazione meccanica del materiale, confrontandolo con il materiale vergine. Si è poi ricercato il modello costitutivo più adeguato di materiale iperelastico per il FEM. Successivamente, si è ottenuto il modello CAD della scarpetta attraverso l’approccio reverse engineering, con la tecnica della scansione 3D, la quale ha consentito di ottenere il file. STEP da aggiungere al modello FEM. La conoscenza della geometria effettiva ha consentito di realizzare il design della nuova scarpetta ottenuta da materiale riciclato. Infine, si è utilizzata la Correlazione di Immagini Digitali per studiare la cinematica della chiusura dei ganci dello scafo, e per studiare lo stato di deformazione residua a chiusura effettuata. Si è valutata l’influenza del piede della protesi, e della scarpetta, durante la chiusura dei ganci. In seguito, si è confrontato quanto ottenuto dalle evidenze sperimentali della DIC, con la simulazione agli elementi finiti. Si tratta di un approccio innovativo, che vede per la prima volta implementata la Correlazione di Immagini Digitali per realizzare la caratterizzazione meccanica di uno scarpone da sci.