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Добірка наукової літератури з теми "Bitumen emulsion cold mixtures"

Автор: Grafiati

Опубліковано: 23 вересня 2022

Оновлено: 31 липня 2025

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Статті в журналах з теми "Bitumen emulsion cold mixtures"

Wulandari, P. S., and D. Tjandra. "The effect of crumb rubber in dense graded and open graded cold mixture asphalt." IOP Conference Series: Earth and Environmental Science 907, no. 1 (2021): 012008. http://dx.doi.org/10.1088/1755-1315/907/1/012008.

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Abstract Recycling tires is one of the eco-friendly way for reducing environmental problems. Incorporating crumb rubber in asphalt mixtures is an alternative way for reusing the end-of-life tires in road construction. The main purpose of this study is to evaluate the cold mix asphalt incorporating crumb rubber as a substitute for a part of fine aggregates. In this study, the aggregate gradations for mix design were selected according to the specification, Dense Graded Emulsion Mixtures (DGEM) Type IV and Open Graded Emulsion Mixtures (OGEM) Type E/20. The design bitumen content in this study w

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Fang, Xing, Alvaro Garcia-Hernandez, and Pietro Lura. "Overview on cold cement bitumen emulsion asphalt." RILEM Technical Letters 1 (December 29, 2016): 116. http://dx.doi.org/10.21809/rilemtechlett.2016.23.

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Cold mix asphalt, a promising substitute for conventional hot mix asphalt, is manufactured at ambient temperature using bitumen emulsion as binder. To improve its strength and durability, cement is often added to the mixture. This review (1) presents an overview about advances in cold mix asphalt modified with cementitious materials, often called CBEA (cement bitumen emulsion asphalt), (2) illustrates advantages and disadvantages of CBEA and (3) gives recommendations to produce homogenous CBEA mixtures

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Golovchenko, Vasiliy. "OVERVIEW OF TECHNOLOGIES FOR OBTAINING COLD EMULSION-MINERAL MIXTURES." Automobile Roads and Road Construction, no. 114.2 (2023): 056–67. http://dx.doi.org/10.33744/0365-8171-2023-114.2-056-067.

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The use of cold emulsion-mineral mixture (CBEM) instead of hot asphalt concrete mixture (HMA) has several advantages. Benefits include saving materials and reducing energy consumption, protecting the environment and reducing costs. Cold mixture obtained by mixing mineral aggregate with bitumen emulsion. Despite the efforts made over the last few decades to improve and develop CBEM, certain disadvantages remain that make it inferior to HMA, leading to the limitation or minimization of its use. However, the development of CBEM for road construction, reconstruction and maintenance is constantly g

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Wulandari, P. S., Johnson, L. Santoso, Y. Kristianto, and M. Billy. "A Laboratory Study on Open and Dense Graded Cold Asphalt Emulsion Mixtures for Surface Courses." IOP Conference Series: Earth and Environmental Science 1134, no. 1 (2023): 012013. http://dx.doi.org/10.1088/1755-1315/1134/1/012013.

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Abstract Cold Asphalt Emulsion Mixture (CAEM) is considered as an eco-friendly asphalt mixture because it eliminates the emission. It is produced at ambient temperatures and reducing the requirement to heat aggregates and bitumen prior to mixing process, so it is good for energy saving in pavement construction. In application, there are two type gradations of aggregate for cold asphalt mixture, dense gradation and open gradation. A series of laboratory works were conducted to analyse the performance of dense and open graded cold mixture for surface courses, which is the main objective of this

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Shojaei Baghini, Mojtaba, and Amiruddin Ismail. "Freeze-Thaw Performance and Moisture-Induced Damage Resistance of Base Course Stabilized with Slow Setting Bitumen Emulsion-Portland Cement Additives." Advances in Materials Science and Engineering 2015 (2015): 1–10. http://dx.doi.org/10.1155/2015/348691.

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Freeze-thaw (FT) cycles and moisture susceptibility are important factors influencing the geotechnical characteristics of soil-aggregates. Given the lack of published information on the behavior of cement-bitumen emulsion-treated base (CBETB) under environmental conditions, especially freezing and thawing, this study investigated the effects of these additives on the CBETB performance. The primary goal was to evaluate the resistance of CBETB to moisture damage by performing FT, Marshall conditioning, and AASHTO T-283 tests and to evaluate the long-term stripping susceptibility of CBETB while a

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Terrones-Saeta, Juan María, Francisco Javier Iglesias-Godino, Francisco Antonio Corpas-Iglesias, and Carmen Martínez-García. "Study of the Incorporation of Ladle Furnace Slag in the Manufacture of Cold In-Place Recycling with Bitumen Emulsion." Materials 13, no. 21 (2020): 4765. http://dx.doi.org/10.3390/ma13214765.

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Cold in-place recycling with bitumen emulsion is a good environmental option for road conservation. The technique produces lower CO2 emissions because the product is manufactured and spread in the same location as the previous infrastructure, and its mixing with bitumen emulsion occurs at room temperature. Adding materials with cementitious characteristics gives the final mixture greater resistance and durability, and incorporating an industrial by-product such as ladle furnace slag (of which cementitious characteristics have been corroborated by various authors) enables the creation of sustai

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Konieczna, Katarzyna, Piotr Pokorski, Wojciech Sorociak, Piotr Radziszewski, Dawid Żymełka, and Jan Król. "Study of the Stiffness of the Bitumen Emulsion Based Cold Recycling Mixes for Road Base Courses." Materials 13, no. 23 (2020): 5473. http://dx.doi.org/10.3390/ma13235473.

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The benefits of the use of cold recycling mixtures (CRMs) in pavement rehabilitation are associated with both the reduction of natural resource consumption by replacing them with recycled materials and the reduction of energy consumption during their production and paving. The evolution of the stiffness of CRMs in road construction and the fatigue life of pavements with CRM base layers are still being investigated. In this paper, CRMs with 1% cement content, called bitumen-stabilized materials with bitumen emulsion (BSM-Es), were examined. Mixtures that were differentiated in terms of Reclaime

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Saadoon, Tahseen, Anmar Dulaimi, Bahman Ghiassi, and Hassan Al Nageim. "Sustainable Modeling of Water Retention Curve for Cement Cold Asphalt Mixtures." IOP Conference Series: Earth and Environmental Science 1507, no. 1 (2025): 012067. https://doi.org/10.1088/1755-1315/1507/1/012067.

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Abstract Cold Asphalt Mixture (CA) is one of asphalt types which used in pavement. It is manufactured with water, bitumen emulsion, aggregate and sometime cementitious materials. This type of asphalt involves economic, safety, health, and environmental benefits compared to other paving materials. However, it is restricted to using as a structural layer due to weak performance especially at first ages. Trapped water inside CA at early curing stages is the reason behind this weak performance. This research aims to investigate the effect of the bitumen emulsion and cementitious materials on the c

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Chelelgo, Kiplagat, Zachary C. Abiero Gariy, and Stanley Muse Shitote. "Laboratory Mix Design of Cold Bitumen Emulsion Mixtures Incorporating Reclaimed Asphalt and Virgin Aggregates." Buildings 8, no. 12 (2018): 177. http://dx.doi.org/10.3390/buildings8120177.

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Bitumen emulsion asphalts, especially those incorporating marginal and secondary aggregates, are energy efficient, environment friendly, and sustainable alternatives to hot-mix asphalts. This study set out to compare engineering properties of a bitumen emulsion asphalt composed entirely of virgin aggregates with another composed of 55% reclaimed asphalt and 45% virgin aggregates. The aggregates were bound with a slow setting cationic bitumen emulsion composed of 65% base bitumen and 35% water. Marshall specimens molded at varying pre-mix water and bitumen emulsion contents were cured in molds

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Buczyński, Przemysław, Marek Iwański, and Jakub Krasowski. "Assessment of the Impact of Hydraulic Binder on the Properties of the Cold Recycled Mixture with Foamed Bitumen and Bitumen Emulsion: Field Tests." Buildings 10, no. 12 (2020): 223. http://dx.doi.org/10.3390/buildings10120223.

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The paper presents the results of tests of the impact of hydraulic and bituminous binders on the properties of the cold-recycled mixture (CRM). The composition of the cold-recycled mixture includes two types of different binders, i.e., bituminous binder in the form of foamed bitumen and bitumen emulsion, as well as Portland cement (CEM I 32.5R) and hydraulic binder. The hydraulic binder was produced by mixing three base ingredients in the following ratio: 40% CEM I 32.5R; 20% Ca(OH)2 and 40% CBD (cement bypass dust). The cold-recycled mixtures were produced under industrial conditions on a tes

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Дисертації з теми "Bitumen emulsion cold mixtures"

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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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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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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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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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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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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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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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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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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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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Книги з теми "Bitumen emulsion cold mixtures"

Lee, Hosin. Examination of curing criteria for cold in-place recycling. Iowa Highway Research Board c/o Iowa Dept. of Transportation, 2008.

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Частини книг з теми "Bitumen emulsion cold mixtures"

Malik, Mohammad Iqbal, Mohammad Shafi Mir, Bijayananda Mohanty, and Mehnaza Akhter. "Stiffness and Cracking Resistance Evaluation of Cold Bitumen Emulsion Mixtures Incorporated with Waste Glass Aggregates." In Transportation Research. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-6090-3_16.

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Mignini, Chiara, Fabrizio Cardone, and Andrea Graziani. "Mechanical Behaviour of Cold Recycled Asphalt Mixtures for Binder Courses Produced with Bitumen Emulsion and High Strength Cement." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-48679-2_35.

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Raschia, Simone, Tushar Chauhan, Shalu Panwar, Alan Carter, Andrea Graziani, and Daniel Perraton. "Effect of Water and Cement Content on the Mechanical Properties of Cold Recycled Mixtures (CRM) with Bitumen Emulsion." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29779-4_27.

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Mignini, Chiara, Fabrizio Cardone, and Andrea Graziani. "Experimental Study on the Grading Distribution of Cold Recycled Asphalt Mixtures Produced with Bitumen Emulsion and High Strength Cement." In RILEM Bookseries. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-46455-4_113.

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Mandal, S., and A. Das. "Observations on bitumen globules during breaking of emulsion on aggregate surface." In Bituminous Mixtures and Pavements VIII. CRC Press, 2024. http://dx.doi.org/10.1201/9781003402541-20.

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Barisoglu, E. N., K. Couscheir, K. J. Jenkins, and W. V. Den Bergh. "Performance evaluation of laboratory and field produced cold recycled foamed bitumen mixtures." In Bituminous Mixtures and Pavements VIII. CRC Press, 2024. http://dx.doi.org/10.1201/9781003402541-66.

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Pasetto, Marco, and Nicola Baldo. "Cold Recycling with Bitumen Emulsion of Marginal Aggregates for Road Pavements." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29779-4_15.

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Betti, G., G. Airey, K. Jenkins, A. Marradi, and G. Tebaldi. "Active Filler’s Effect on In Situ Performances of Bitumen Emulsion Recycled Mixtures." In RILEM Bookseries. Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-7342-3_64.

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Prasad, Deepak, Sanjeev Kumar Suman, and Bhupendra Singh. "Utilization of Recycled Concrete Dust and Lime as a Binary Blended Filler in Cold Bitumen Emulsion Mix." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3142-2_5.

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Sidun, Iurii, Khrystyna Sobol, Yurii Novytskyi, and Andriy Helesh. "Bitumen Emulsion with Hydrochloric and Ortophosphoric Acid in the Technology of Cold Recycling of Road Pavement—Comparison." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-44955-0_41.

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Тези доповідей конференцій з теми "Bitumen emulsion cold mixtures"

Grilli, Vittoria, Sara Spadoni, Francesco Canestrari, and Andrea Graziani. "Influence of specimen geometry on the complex modulus of cold recycled material mixtures." In 7th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2022. http://dx.doi.org/10.5592/co/cetra.2022.1450.

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Cold recycling of bituminous pavements is becoming increasingly important because it leads to the reduction of costs of pavement maintenance and to lower pollutant emissions with respect to hot recycling. The stiffness characterization of cold recycled material (CRM) mixtures is essential to predict the stress-strain behaviour of the pavement structure. The present paper describes a laboratory experiment for evaluating the effects of specimen geometry on the complex modulus of CRM mixtures manufactured with bitumen emulsion and cement. In particular, the focus was on cylindrical specimens with

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Valentin, Jan, Pavla Vacková, Nadia Maria Jose Tarifa, and Dimitra Giannaka. "Potential substitutions of traditional hydraulic binders in cold recycled mixtures using blast furnace slag." In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1246.

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Cold recycling techniques are known for decades in pavement engineering as a suitable rehabilitation method mainly for existing asphalt pavements. Traditionally the most common solution is to use bituminous emulsion or foamed bitumen as a binder usually in combination with small amount of cement or lime as active fillers. In some countries cement or hydraulic road binders are preferred instead of bitumen based options since it is believed that hydraulic binders can increase the bearing capacity of cold recycled layer especially for pavements with underestimated structures which were designed &

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Krayushkina, Kateryna, Tetiana Khymeryck, and Kyrylo Fedorenko. "Usage of new materials during rehabilitation of road structure using cold recycling technology." In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1229.

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Until recently, the most common way for recovering of damaged and worn asphalt pavements on Ukrainian roads remains the provision of additional reinforced layers over the old pavement with patching. However, such measures give only a short-term effect because after one or two years, the existing deformations and fractures beneath reinforced layers occur, especially in conditions of insufficient strength of the foundations. But nowadays, recycling technology of different variations became the main method of existing pavement renovation. The economic attractiveness of cold recycling technology i

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Amal, R., J. Narendra, M. Sivakumar, and M. V. L. R. Anjaneyulu. "Performance Evaluation of Cold Bituminous Mix Reinforced with Coir Fibre." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.67.

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Cold bituminous mix (CBM), which is a mixture of bitumen emulsion and aggregate that is mixed together at ambient temperature, has several advantages like energy savings, easiness in preparation, environmental benefits, and high production at low investment. But there are certain limitations of CBMs like inferior mechanical properties, high air voids, weak early life strength, long curing time and poor coating that hinder its extensive usage. The possibility of improving mechanical performance of CBMs by the addition of coir fibre is attempted in this study. The objectives of the study are to

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Arshad, Ahmad Kamil, Noor Azilatom Ali, Ekarizan Shaffie, Wardati Hashim, and Zanariah Abd Rahman. "Rutting performance of cold bituminous emulsion mixtures." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE’17): Sustainable Technology And Practice For Infrastructure and Community Resilience. Author(s), 2017. http://dx.doi.org/10.1063/1.5005711.

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Ibrahim, Ahmed M., and Taher M. Ahmed. "Some mechanical properties of cold bitumen emulsion mixes improved by geopolymer." In THE 5TH INTERNATIONAL CONFERENCE ON CIVIL AND ENVIRONMENTAL ENGINEERING TECHNOLOGIES. AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0236377.

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Zoorob, S., and I. Thanaya. "Improving the performance of cold bituminous emulsion mixtures (CBEMs) incorporating waste materials." In Proceedings of the Fourth European Symposium on Performance of Bituminous and Hydraulic Materials in Pavements, Bitmat 4. CRC Press, 2017. http://dx.doi.org/10.4324/9780203743928-36.

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Dołżycki, Bohdan, Andrea Grilli, Alex Balzi, Mariusz Jaczewski, and Cezary Szydłowski. "Binder courses using cold recycled mixtures – a novel concept in cold recycling." In 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1058.

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Cold recycling with cement and bituminous emulsion is one of the most environmentally friendly techniques to maximize the reuse of reclaimed asphalt (RA) collected during demolition of roads. Cold recycled mixtures are commonly used for base courses in construction or rehabilitation of flexible and semi-rigid pavements. Current experiences demonstrated that cold recycling with appropriate requirements and technical recommendations allows long-lasting pavements to be designed. Those outcomes stimulated researchers and engineers in the new challenge of using the cold recycled mixtures in binder

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Suda, Jan, Jan Valentin, and Josef Žák. "Cold bituminous emulsion mixtures - laboratory mix design, trial section job site and monitoring." In 6th Eurasphalt & Eurobitume Congress. Czech Technical University in Prague, 2016. http://dx.doi.org/10.14311/ee.2016.327.

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Vaitkus, Audrius, Judita Gražulytė, Lina Juknevičiūtė-Žilinskienė, and Vitalijus Andrejevas. "Review of Lithuanian Experience in Asphalt Pavements Cold Recycling." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.153.

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Анотація:

One of the key goals in the EU White Paper is to reduce carbon emissions in transport by 60% by 2050. Consequently, during the past years an effect on the environment became a decisive factor in selecting materials and technologies for road construction and rehabilitation. Cold recycling is a reasonable solution in asphalt pavement rehabilitation because it is economical and old asphalt pavements can be reused. This technology differs from others by mixing temperature. Besides, cold recycling does not require additional heating. These benefits result in wide application of cold recycling aroun

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Звіти організацій з теми "Bitumen emulsion cold mixtures"

Ali, Ayman, Ahmed Saidi, Yusef Mehta, et al. Development and validation of a balanced mix design approach for CIR mixtures using full-scale testing. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45704.

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The main goal of this study was to improve the performance of cold in-place recycling (CIR) mixtures by using a balanced mix design (BMD) approach. This study involved preparing and testing CIR mixtures in the lab at varying contents of bituminous additives and constant content of 1% ce-ment and 3% water. Eight combinations of CIR mixtures were produced for this study using two binders (emulsion and foamed asphalt), compaction efforts (30 and 70 gyrations), and curing processes (72 hours at 140°F and 50°F). Results showed that asphalt pavement analyzer, semicircular bend, and indirect tensile

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