Davide Lo Presti

Prof. Dr. Davide Lo Presti

Nottingham Transportation Engineering Centre, University of Nottingham, Room C11, Pavement Research Building, University Park, Nottingham, NG7 2RD, UK
orcid

Research Focus & Metrics

Academic Career Length

15Years (2012-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 December 2013 in Construction and Building Materials
Verified
Journal Article
Open access
Davide Lo PrestiDavide Lo Presti
Davide Lo Presti
Nowadays, only a small percentage of waste tyres are being land-filled. The Recycled Tyre Rubber is being used in new tyres, in tyre-derived fuel, in civil engineering applications and products, in moulded rubber products, in agricultural uses, recreational and sports applications and in rubber modified asphalt applications. The benefits of using rubber modified asphalts are being more widely experienced and recognized, and the incorporation of tyres into asphalt is likely to increase. The technology with much different evidence of success demonstrated by roads built in the last 40 years is the rubberised asphalt mixture obtained through the so-called “wet process” which involves the utilisation of the Recycled Tyre Rubber Modified Bitumens (RTR-MBs). Since 1960s, asphalt mixtures produced with RTR-MBs have been used in different parts of the world as solutions for different quality problems and, despite some downsides, in the majority of the cases they have demonstrated to enhance performance of road’s pavement. This study reports the results of a literature review upon the existing technologies and specifications related to the production, handling and storage of RTR-MBs and on their current applications within road asphalt mixtures. Furthermore, considering that RTR-MBs technologies are still struggling to be fully adopted worldwide, mainly because of poor information, lack of training of personnel and stakeholders and rare support of local policies, the present work aims to be an up-to-date reference to clarify benefits and issues associated to this family of technologies and to finally provide suggestions for their wide-spread use

1 November 2018 in Resources, Conservation and Recycling
Verified
Journal Article
Closed access
Joao Oliveira dos SantosJoao Oliveira dos Santos
Joao Oliveira dos Santos
SBSara Bressi
Sara Bressi
VCVéronique Cerezo
Véronique Cerezo
Davide Lo PrestiDavide Lo Presti
Davide Lo Presti
MDMichel Dauvergne
Michel Dauvergne

1 September 2016 in Journal of Cleaner Production
Verified
Journal Article
Closed access
Davide Lo PrestiDavide Lo Presti
Davide Lo Presti
ACAna Jiménez del Barco Carrión
Ana Jiménez del Barco Carrión
GAGordon Airey
Gordon Airey
EHElie Hajj
Elie Hajj

25 April 2019 in Road Materials and Pavement Design
Verified
Journal Article
Closed access
Davide Lo PrestiDavide Lo Presti
Davide Lo Presti
Kamilla Vasconcelos SavasiniKamilla Vasconcelos Savasini
Kamilla Vasconcelos Savasini
MOMarko Orešković
Marko Orešković
GPGustavo Menegusso Pires
Gustavo Menegusso Pires
SBSara Bressi
Sara Bressi
It is common practice to assume full blending of the aged binder of reclaimed asphalt (RA) within the design of new asphalt mixtures. Although being practical, this assumption has often led designers to asphalt mixtures lacking binder. Hence, going towards recycled asphalt mixtures (RAM) there is a need to have a better understanding of the blending phenomena, to have a general agreement on terminology and finally adapting RA classification and mix design procedures accordingly. This manuscript aims at being both a reference and stimulus for the scientific community to work in this direction and on this basis provides a nomenclature and a theoretical framework of the blending phenomena. The study is built upon a literature review on definitions, methods and influencing factors related with the blending phenomena and as a result, an intrinsic property of RA, the Degree of binder Activity (DoA), is introduced for the sake of improving RA classification. Furthermore, the two well-known concepts of the Degree of Blending (DoB) and the Degree of binder Availability (DoAv) are redefined, within the proposed framework, together with practical suggestions to introduce them in mix design procedures.

27 July 2022 in Resources, Conservation and Recycling
Verified
Journal Article
Open access
Di WangDi Wang
Di Wang
ABAndrea Baliello
Andrea Baliello
LPLily Poulikakos
Lily Poulikakos
KVKamilla Vasconcelos
Kamilla Vasconcelos
MKMuhammad Rafiq Kakar
Muhammad Rafiq Kakar
Augusto Cannone FalchettoAugusto Cannone Falchetto
Augusto Cannone Falchetto

27 September 2013 in Road Materials and Pavement Design
Verified
Journal Article
Closed access
Davide Lo PrestiDavide Lo Presti
Davide Lo Presti
GAGordon Airey
Gordon Airey
Tyre rubber-modified binders (TR-MBs), produced through McDonald's wet process and used worldwide (e.g. asphalt rubber), have been demonstrated to provide various benefits to pavements and, moreover, they represent a good opportunity for recycling tyre rubber (TR). However, this technology is still struggling to be fully adopted in Europe, mainly because of their poor stability during high temperatures storage, which leads to high initial costs in modifying existing asphalt plants. Storage stable TR-MBs are proving to be a great option and their development could be the key to spread the recycling of TR within paving applications in Europe. This paper aims to enrich this field of research by presenting the results of a study focused on the optimisation of laboratory procedures to better understand the effect of varying processing conditions on the rheology of TR-MBs. The experimental programme has been carried out by a preliminary selection of materials, followed by the production of the TR-MBs, via practical laboratory protocols. A continuous comparison between two commercially used styrene–butadiene–styrene (SBS)-MBs, with high and medium levels of modification, and the produced TR-MBs helped to understand the effect of varying the selected processing conditions on binder properties. Results have shown that TR-MBs are a very effective alternative to commercially used SBS-MB. Nevertheless, the rheology of TR-MBs is very sensitive to the variation of the processing conditions, so appropriate selection of materials and a superior binder design are mandatory to achieve the desired level of modification.