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Dissertations / Theses on the topic 'Bitumen emulsion cold mixtures'

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1

Zhao, Bin. "Bounding recycled aggregate pavement mixtures using hydraulic binders and cold bitumen emulsion." Thesis, Sheffield Hallam University, 2007. http://shura.shu.ac.uk/20597/.

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With the current emphasis on sustainable development, recycling in the construction industry including highway planning, design, construction and maintenance has become a default option. Traditionally, recycled aggregate has been employed as filling or capping materials. However, the need to replace virgin materials in higher grade applications and reduce landfill has stimulated the need to enhance their performance. The requirements of using low energy and low environmental impact binders such as bituminous emulsion and industrial by-products as hydraulic binders whilst maintaining a long she
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2

Shanbara, H. K. "Development of new cold bitumen emulsion mixtures and finite element modelling of predicting permanent deformation." Thesis, Liverpool John Moores University, 2018. http://researchonline.ljmu.ac.uk/9615/.

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The increase of road infrastructure around the world involving the traditional hot mix asphalt (HMA) technology and its effects on the environment and health means that serious attention needs to be paid to building more sustainable flexible pavements. Cold bitumen emulsion mixture (CBEM) as an increasingly attractive cold asphalt mixture is therefore becoming an important subject area for study. Despite the efforts applied during the last few decades to enhance and develop CBEM application, certain issues still exist that make it inferior to HMA, resulting in limiting or minimizing its use. H
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3

Nassar, Ahmed Izat Mohammed. "Enhancing the performance of cold bitumen emulsion mixture using supplementary cementitious materials." Thesis, University of Nottingham, 2016. http://eprints.nottingham.ac.uk/38473/.

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Several benefits are gained from using cold mix asphalt (CMA) instead of hot mix asphalt (HMA). The benefits include conservation of materials and reducing energy consumption, preservation of the environment and reduction in cost. One of the common types of CMA is cold bitumen emulsion mixture (CBEM) which is the mixture produced by mixing mineral aggregate with bitumen emulsion. Despite the efforts applied in the last few decades in order to improve and develop CBEM utilization, certain deficiencies remain that make it inferior to HMA, resulting in restricting or minimizing of its use. Howeve
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4

Jenkins, Kim Jonathan. "Mix design considerations for cold and half-warm bituminous mixes with emphasis of foamed bitumen." Thesis, Stellenbosch : Stellenbosch University, 2000. http://hdl.handle.net/10019.1/51831.

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Dissertation (PhD)--University of Stellenbosch, 2000.<br>ENGLISH ABSTRACT: The use of foamed bitumen and bitumen emulsion as binders for use in road rehabilitation is gaining favour globally. High-level road facilities through to unpaved roads requiring attention are being treated with these binders due to environmental, economic and practical benefits in the use of cold bituminous mixes. In addition, static and mobile plant with the capability of performing stabilisation using bitumenemulsion and foamed bitumen has become commercially available and widely utilised, as a result of devel
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5

Khan, Abdullah. "Fundamental investigation to improve the quality of cold mix asphalt." Licentiate thesis, KTH, Bro- och stålbyggnad, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-191527.

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Cold mix asphalt (CMA) emulsion technology could become an attractive option for the road industry as it offers lower startup and equipment installation costs, energy consumption and environmental impact than traditional alternatives. The adhesion between bitumen and aggregates is influenced by diverse parameters, such as changes in surface free energies of the binder and aggregates or the presence of moisture or dust on the surface of aggregates, mixing temperatures, surface textures (including open porosity), nature of the minerals present and their surface chemical composition, as well as a
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6

Needham, D. "Developments in bitumen emulsion mixtures for roads." Thesis, University of Nottingham, 1996. http://eprints.nottingham.ac.uk/11101/.

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Bitumen emulsion mixtures, or cold mix, offers certain advantages over hot bituminous road mixtures in terms of potential cost savings, environmental factors, energy savings and easing of logistical difficulties inherent with hot mix. For these reasons, they are currently used in a number of regions including the United States of America, Continental Europe, Scandinavia, Southern Africa and Australia. However, cold mix has not been seriously evaluated or utilized in the UK until comparatively recently. This is due to the slow rate at which it builds strength or cures and its susceptibility to
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7

Zerzouri, Maroua. "Faisabilité d’élaboration des poudres pré-géopolymères par mécanosynthèse : caractérisation physico-chimique et application aux pâtes, mortiers et enrobés bitumineux." Thesis, Université Gustave Eiffel, 2021. http://www.theses.fr/2021UEFL2039.

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Les géopolymères sont des matériaux inorganiques fabriqués à partir de composés d’origine naturelle (kaolin, par exemple), ou issus de déchets industriels (cendres volantes, laitiers de hauts fourneaux…). Leurs excellentes propriétés physico-chimiques et mécaniques justifie l’intérêt grandissant qu’ils suscitent dans le domaine de la construction. Toutefois, leur potentiel d’utilisation reste limité en raison de l’emploi, lors de leur préparation, de solutions alcalines fortement concentrées présentant des risques sanitaires importants et d’une difficulté de stockage et transport ; d’où la néc
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8

Ibrahim, Hamdy El-Sayed Mohamed. "Assessment and design of emulsion-aggregate mixtures for use in pavements." Thesis, University of Nottingham, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.243448.

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9

Ojum, Chibuzor Kingsley. "The design and optimisation of cold asphalt emulsion mixtures." Thesis, University of Nottingham, 2015. http://eprints.nottingham.ac.uk/30812/.

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Road structures are important to the survival of nations. As the cost for the rehabilitation and maintenance of highways soars, civil engineers and administrators face the ever present difficulty of meeting current resurfacing and rehabilitation needs. The deterioration of road structures under growing traffic weight and volume is occurring faster than agencies envisaged coupled with increasingly scarce and expensive new materials required. It is now apparent that for planning, design and construction for road structures, the most efficient and cost effective processes, materials and practices
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10

Thanaya, I. Nyoman Arya. "Improving the performance of cold bituminous emulsion mixtures (CBEMs) : incorporating waste." Thesis, University of Leeds, 2003. http://etheses.whiterose.ac.uk/386/.

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Currently, there exists no universally accepted Cold Bituminous Emulsion Mixtures (CBEMs) design procedure. Three of the most popular design procedures, which in essence were based on AASHTO and the Asphalt Institute design guidelines were studied and tested in detail during the course of this investigation. In general, the design procedures investigated were found to be not user-friendly or simple to implement. The main obstacles that restrict the adoption of CBEMs as the first choice material as opposed to conventional hot asphalts, for all bound pavement layers are: the high compacted mixtu
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11

Munyagi, Anna Abela. "Evaluation of cold asphalt patching mixes." Thesis, Link to the online version, 2007. http://hdl.handle.net/10019/1129.

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12

Ebels, Lucas-Jan. "Characterisation of material properties and behaviour of cold bituminous mixtures for road pavements." Thesis, Link to the online version, 2008. http://hdl.handle.net/10019/828.

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13

Dal, Ben Matteo. "hiResilient response and performance of bitumen stabilized materials with foam incorporating reclaimed asphalt." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86376.

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Thesis (PhD)--Stellenbosch University, 2014.<br>ENGLISH ABSTRACT: The increased use of reclaimed asphalt (RA) in Bitumen Stabilised Materials (BSMs), shortcomings in the existing design guidelines and manuals and ongoing developments in the concepts and understanding of these materials require further research into the fundamental properties and behaviour of BSMs. The state-of-the-art of foamed bitumen techniques is reviewed in the literature study. Current best practices in the design of BSMs and pavements incorporating such materials are also included in this literature study. Shortcomings a
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14

Lambert, Marion. "Comportement mécanique évolutif des enrobés bitumineux à l'émulsion : étude expérimentale et modélisation." Thesis, Limoges, 2018. http://www.theses.fr/2018LIMO0113/document.

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Dans un contexte politique où les enjeux énergétiques et environnementaux sont de plus en plus importants, il faut favoriser les techniques économes en énergie et plus respectueuse de l'environnement. Parmi ces pratiques, l'utilisation d’enrobés à l’émulsion de bitume s'est révélée être prometteuse. La fabrication et la conception d’une chaussée comprenant une couche d’enrobé à l’émulsion sont très empiriques et reposent sur des compétences locales qui tendent à en limiter le développement. La première étape pour concevoir une chaussée consiste à connaître le comportement mécanique réversible
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15

Svrčina, Vít. "Využití asfaltových a betonových recyklátů do pozemních komunikací." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227257.

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Currently it is important to address the re-use of building materials from construction reconstructed or upgraded roads. Commonly used technologies cold and hot asphalt recycling are starting using to complement with technologies using cold asphalt mixtures with rejuvinators or softeners. This type of asphalt mixtures could be used in pavement constructions with lower traffic load. This thesis deals with the design and laboratory assessment of unbound and bound mixtures R-material and recycled concrete. This thesis is experimentally testing the possibility of using functional tests to optimize
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16

MIGNINI, CHIARA. "Multiscale approach for characterising the behaviour of cold bitumen emulsion materials." Doctoral thesis, 2021. http://hdl.handle.net/11566/289668.

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I materiali a freddo prodotti con emulsione bituminosa rappresentano tecnologie sostenibili nel campo della costruzione e riabilitazione delle pavimentazioni. Si ottengono utilizzando l'emulsione bituminosa come legante principale. Come co-leganti o agenti stabilizzanti secondari possono essere impiegati cemento o altri tipi di aggiunte. Spesso, i materiali a freddo con emulsione vengono prodotti utilizzando quantità elevate di conglomerato bituminoso di recupero, massimizzando i loro benefici in termini di sostenibilità. Tuttavia, i materiali a freddo possono apportare reali vantaggi economic
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17

Kennelly, Timothy Robert Chen L.-D. "An investigation of the combustion of oil sand derived bitumen-in-water emulsions." 2009. http://ir.uiowa.edu/etd/246/.

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18

Jian, Qi-Lun, and 簡啓倫. "Utilization of Cold Mix Recycled Asphalt Concrete with Emulsion Bitumen as Pavement Base Layer." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/wwefzc.

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碩士<br>國立中央大學<br>土木工程學系<br>107<br>The cold mix recycling method has been used widely in global. Road construction and renovation projects growth yearly in Taiwan. Causing the recycled asphalt pavement (RAP) accumulation and leads to excess and stockpiling problems. This study refers to the foreign cold mix recycling technology that aims to explore the feasibility of adding 100% RAP application to the base of Taiwan pavement along with laboratory evaluation and test road verification. Since relevant specifications regarding emulsified asphalt content of cold recycling mixture designs haven’t bee
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