Littérature scientifique sur le sujet « Polymer-modified binder »
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Articles de revues sur le sujet "Polymer-modified binder"
Torres, Hélder P., Sara R. M. Fernandes, Carlos D. A. Loureiro, Caroline F. N. Moura, Hugo M. R. D. Silva et Joel R. M. Oliveira. « Use of polymer modified binders as rejuvenators in recycled asphalt mixtures ». International Journal of Pavement Research and Technology 13, no 6 (novembre 2020) : 654–64. http://dx.doi.org/10.1007/s42947-020-6006-5.
Texte intégralHossain, Roksana, et Nazimuddin M. Wasiuddin. « Evaluation of Degradation of SBS Modified Asphalt Binder Because of RTFO, PAV, and UV Aging using a Novel Extensional Deformation Test ». Transportation Research Record : Journal of the Transportation Research Board 2673, no 6 (juin 2019) : 447–57. http://dx.doi.org/10.1177/0361198119847471.
Texte intégralBayekolaei, Mahdi Delaviz, Koorosh Naderi et Fereidoon Moghadas Nejad. « The effects of base binder and styrene–butadiene–styrene structure on rutting resistance of polymer–nanocomposite asphalt mixture ». Journal of Elastomers & ; Plastics 50, no 3 (15 juin 2017) : 256–75. http://dx.doi.org/10.1177/0095244317714640.
Texte intégralChen, Jian-Shiuh, Yang-Chou Sun, Min-Chih Liao et Chien-Chung Huang. « Effect of Binder Types on Engineering Properties and Performance of Porous Asphalt Concrete ». Transportation Research Record : Journal of the Transportation Research Board 2293, no 1 (janvier 2012) : 55–62. http://dx.doi.org/10.3141/2293-07.
Texte intégralJadidi, K., M. Khalili, M. Karakouzian et S. Amirkhanian. « Toughness, Tenacity and Maximum Initial Strength of Rubber Modified Asphalt Binders ». Engineering, Technology & ; Applied Science Research 9, no 1 (16 février 2019) : 3765–69. http://dx.doi.org/10.48084/etasr.2526.
Texte intégralFakhri, Mansour, Sajad Javadi, Reza Sedghi, Alireza Sassani, Ali Arabzadeh et Behnam Baveli Bahmai. « Microwave Induction Heating of Polymer-Modified Asphalt Materials for Self-Healing and Deicing ». Sustainability 13, no 18 (10 septembre 2021) : 10129. http://dx.doi.org/10.3390/su131810129.
Texte intégralZhou, Zhou, Xingyu Gu, Jiwang Jiang, Fujian Ni et Yanxu Jiang. « Nonrecoverable Behavior of Polymer Modified and Reclaimed Asphalt Pavement Modified Binder under Different Multiple Stress Creep Recovery Tests ». Transportation Research Record : Journal of the Transportation Research Board 2672, no 28 (30 juin 2018) : 324–36. http://dx.doi.org/10.1177/0361198118782029.
Texte intégralAl-Khateeb, Ghazi G., Waleed Zeiada, Mohammed Ismail, Ahmad Shabib et Adel Tayara. « Mechanistic-empirical evaluation of specific polymer-modified asphalt binders effect on the rheological performance ». Science Progress 103, no 4 (octobre 2020) : 003685042095987. http://dx.doi.org/10.1177/0036850420959876.
Texte intégralXu, Ouming, Feipeng Xiao, Serji N. Amirkhanian, Yamin Liu et Sen Han. « Long-term aging effect on rheological properties of combined binders from various polymers with ground tire rubber ». Canadian Journal of Civil Engineering 43, no 5 (mai 2016) : 451–60. http://dx.doi.org/10.1139/cjce-2015-0193.
Texte intégralAl-mousawi, Esraa J., Rashaa H. Al-Rubaee et Ammar A. Shubber. « Mixing and Compaction Temperature of Nanosilica Composite Polymer Modified Asphalt ». Wasit Journal of Engineering Sciences 8, no 2 (31 décembre 2020) : 27–36. http://dx.doi.org/10.31185/ejuow.vol8.iss2.165.
Texte intégralThèses sur le sujet "Polymer-modified binder"
Burger, A. F. « Rheology of polymer modified binders : a comparative study of three binders and three binder/filler systems ». Thesis, Stellenbosch : Stellenbosch University, 2001. http://hdl.handle.net/10019.1/52438.
Texte intégralENGLISH ABSTRACT: The use of polymer modified binders have increased drastically over the past twenty years. It is generally accepted that current empirical specification tests do not adequately characterise the improvement in binder properties when bitumen is modified with polymers. At the University of Stellenbosch, a programme was initiated to relate binder properties to asphalt mix performance. This study forms part of that programme. This study focuses on three binders and is an attempt to characterise binder properties fundamentally. The binders that were tested are: • 60/70 penetration grade bitumen • SBS modified 60/70 bitumen • Bitumen-Rubber Two rheometers were used to characterise the binder properties: • Sliding Plate Rheometer (SPR) • Dynamic Shear Rheometer (DSR) The Sliding Plate Rheometer was modified to allow testing at elevated temperatures. The modification is described in this thesis. Three types of testing were used to test the binders: • Creep tests (SPR and DSR) • Dynamic tests (Strain and Frequency Sweeps - DSR) • Flow tests (high temperature viscosity tests - DSR) The results of the tests were used to characterise differences between the binders. Shear susceptibility lines were plotted and viscosities calculated from the creep test results; Master Curves and Black Diagrams were plotted from frequency sweep results; flow test results were used to characterise high temperature behaviour. A further development in the asphalt industry is the move towards the development of performance based specifications. A programme has been initiated in this regard and this study forms part of the programme. As a step towards the development of performance based specifications filler was included in this study. BinderlFiller systems were subjected to the same test programme the binders were, to characterise the influence on binder properties of filler addition. Some of the conclusions that were drawn at the end of the study are: • Polymer modification improves binder properties related to rutting. • Filler addition does not affect binder properties negatively. • Shear rate is very important during production of asphalt mixes and construction of asphalt layers containing polymer modified binders.
AFRIKAANSE OPSOMMING: Die gebruik van polimeer gemodifiseerde bitumen het drasties toegeneem oor die afgelope twintig jaar. Dit word algemeen aanvaar dat die huidige empiriese spesifikasie toetse nie die verbetering in bindmiddeleienskappe van polimeer modifisering aanvaarbaar karakteriseer nie. 'n Program is geïnisieer by die Universiteit van Stellenbosch om 'n verband te vind tussen bindmiddeleienskappe en asfaltmengseleienskappe. Hierdie studie vorm deel van die program. Hierdie werk fokus op drie bindmiddels en is 'n poging om die bindmiddeleienskappe fundamenteel te karakteriseer. Die bindmiddels wat gebruik is in hierdie werk, is: • 60/70 penetrasiegraad bitumen • SBS gemodifiseerde 60/70 bittimen • Bitumen-Rubber Twee reometers is gebruik om bindmiddeleienskappe te karakteriseer: • Glyplaat Reometer (SPR) • Dinamiese SkuifReometer (DSR) Die glyplaat reometer is aangepas om toetse by hoër temperature te doen en die aanpassing wat gemaak is word in die tesis beskryf. Drie tipes toetse is uitgevoer om die bindmiddels mee te toets: • Kruiptoetse (SPR en DSR) • Dinamiese toetse (DSR) • Vloei toetse (DSR) Die resultate van die toetse is gebruik om die verksille tussen die bindmiddels te kwalifiseer. Verskillende grafieke en figure is getrek van die resultate om die onderskeie bindmiddels te karakteriseer. Die beweging weg van empmese spesifikasies na werkverrigting gebaseerde spesifikasies in die asfalt industrie is 'n verder nuwe ontwikkeling. 'n Program is geïnisïeer ten opsigte hiervan en hierdie werk vorm deel van die program. As 'n stap in die ontwikkeling van die werkverrigting gebaseerde spesifikasies is 'n vuIler ingesluit in die toetsprogram. Bindmiddel/vuIler stelsels is onderwerp aan dieselfde toetse waaraan die bindmiddels onderwerp is om die invloed van die vuIler op die bindmiddels te karakteriseer. Sommige van die gevolgtrekkings waartoe gekom is aan die einde van die tesis, is: • Polimeer modifisering verbeter bindmiddeleienskappe met betrekking tot wielsporing. • Die toevoeging van vuIler affekteer nie die bindmiddeleienskappe negatiefnie. • Die vervormingstempo is van groot belang wanneer asfaltmengsels gemeng en lae gebou word van mengsels wat polimeer gemodifiseerde bitumen bevat.
Kraus, Zachary Rothman. « The morphology of polymer modified asphalt and its relationship to rheology and durability ». Texas A&M University, 2008. http://hdl.handle.net/1969.1/86003.
Texte intégralMaciel, Emerson Rodrigues. « O emprego de borracha termoplástica tipo estireno-butadieno-estireno em cimentos asfálticos de petróleo ». [s.n.], 2010. http://repositorio.unicamp.br/jspui/handle/REPOSIP/266942.
Texte intégralDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Química
Made available in DSpace on 2018-08-17T00:29:49Z (GMT). No. of bitstreams: 1 Maciel_EmersonRodrigues_M.pdf: 10298208 bytes, checksum: d19a140f86e923ce68500657b2e841fa (MD5) Previous issue date: 2010
Resumo: Este trabalho apresenta resultados o estudo de pesquisa e desenvolvimento de misturas de polímeros em cimento asfáltico de petróleo. O asfalto é um excelente material aglutinante utilizado na construção de rodovias e vias urbanas, entretanto o aumento do número de veículos comerciais e da carga transportada por eixo tem levado a deteriorização prematura dos pavimentos. Os resultados obtidos mostram que o polímero do tipo estireno-butadieno-estireno quando incorporado ao asfalto traz melhoria nas propriedades físico-químicas e desempenho, sobretudo quando em contato com cargas pesadas, em climas quentes, tornando-o resistente à deformação permanente, pela preservação de sua flexibilidade e elasticidade. A incorporação de 4% polímero tipo estirenobutadieno-estireno ao asfalto resultou na melhoria de suas propriedades, principalmente a resistência ao envelhecimento, aumento no ponto de amolecimento, ganho de recuperação elástica. O asfalto modificado é uma boa solução, pois embora aumente os custos iniciais do produto, resulta em um ótimo custo benefício, reduzindo a necessidade de manutenção das rodovias ou vias urbanas ao longo dos anos
Abstract: This paper presents laboratorial research results comprising developing project of polymer mixtures in petroleum asphalt cement. The asphalt is an excellent binding material used in the highway constructions and unban roads, however the increase of the commercial vehicles number and the load transported by axle have led to the premature pavements failure. The laboratory outcomes obtained show that the SBS polymer, which is embedded to the asphalt, brings improvement in the physico - chemical properties and performance mainly for its good performance under heavy loads in hot climates becoming resistant to the permanent deformation, but maintaining the flexibility as the asphaltic concrete providing elasticity. The SBS polymer is a good solution, although it increases the initial costs of the product, however with a great costeffective regarding the maintenance of the highways or unban roads over the years
Mestrado
Ciencia e Tecnologia de Materiais
Mestre em Engenharia Química
Alencar, Ana Ellen Valentim de. « AvaliaÃÃo do uso de polÃmero EVA, resÃduo da indÃstria de calÃados (EVAR) e aditivos no desempenho reolÃgico de ligante asfÃltico de petrÃleo ». Universidade Federal do CearÃ, 2009. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=5322.
Texte intégralO desenvolvimento de novas metodologias no campo da engenharia rodoviÃria tem sido uma preocupaÃÃo, visando à melhoria da qualidade das vias pavimentadas, tornando-as mais seguras e resistentes. Algumas inovaÃÃes introduzidas nesta Ãrea tem sido praticadas com a aplicaÃÃo de ligantes asfÃlticos (LAs) modificados, que tem demonstrado melhorar o desempenho destes, contribuindo para a reduÃÃo da formaÃÃo das trilhas de roda e das trincas tÃrmicas. Neste estudo, o ligante asfÃltico (LA) brasileiro oriundo do Campo Fazenda Alegre foi modificado por copolÃmero de etileno e acetato de vinila (EVA) virgem, resÃduo da indÃstria de calÃados (EVAR) e fibra de coco (FC). Aditivos, como o lÃquido da castanha de caju (LCC) e o Ãleo extensor (OE) foram utilizados para melhorar a compatibilidade da mistura. O polÃmero e os aditivos foram caracterizados atravÃs de espectroscopia no infravermelho, termogravimetria e calorimetria exploratÃria diferencial. A avaliaÃÃo dos espectros FTIR dos ligantes apÃs envelhecimento simulado em estufa RTFOT, mostraram que os ligantes modificados com EVAR e EVA/FC foram mais resistentes ao processo oxidativo, provavelmente, devido à presenÃa de aditivos, como o carbonato de cÃlcio, na composiÃÃo do resÃduo. As curvas termogravimÃtricas dos LAs modificados apresentaram comportamento semelhante ao ligante puro. As propriedades reolÃgicas tambÃm foram avaliadas atravÃs de ensaios em: viscosÃmetro e reÃmetro de cisalhamento dinÃmico (DSR). O envelhecimento, de maneira geral, provoca aumento da rigidez e da viscosidade, porÃm as curvas mestras indicaram que o efeito do envelhecimento à mais expressivo nas temperaturas intermediÃrias a altas, e aumentaram a elasticidade ao longo do espectro de frequÃncias. A viscosidade zero shear (ZSV) obtida pelos modelos de Cross e Williamson apresentou-se mais elevada do que o modelo de Carreau. AlÃm disso, as imagens obtidas no microscÃpio de forÃa atÃmica (MFA) mostraram que o polÃmero EVA intumesceu devido à absorÃÃo de fraÃÃo aromÃtica do ligante, rompendo a estabilidade coloidal. Assim sendo, a adiÃÃo do Ãleo extensor preveniu a separaÃÃo de fases. Para o ligante modificado com EVAR, a mistura apresentou boa estabilidade à estocagem somente apÃs adiÃÃo de Ãleo extensor. A presenÃa do LCC e OE mostrou melhorar a susceptibilidade tÃrmica dos ligantes modificados.
The development of new methodologies in the field of road engineering has been a concern, aimed to the improvement of the quality of paved roads making them safer and more durable. Some innovations introduced in this area have been practiced with the application of modified asphalt binder (AB), demonstrated to improve asphalt binder performance, contributing to the reduction of the formation of wheel tracks and of thermal cracking. In this study, the Brazilian asphalt binder from Fazenda Alegre oil reserve was modified by virgin ethylene vinyl acetate copolymer (EVA), residue of the industry of footwears (EVAR) and coir fiber (CF). Additives, such as the cashew nut shell liquid (CNSL) and extensor oil (EO) were used to improve the compatibility of the mixture. The polymer and additives were characterized by means of infrared spectroscopy, termogravimetry and diferencial scanning calorimetry. The evaluation of the spectra FTIR of the binders after simulated aging in RTFOT, showed that the modified binders with EVAR and EVA/FC were more resistant to oxidative hardening, probably due to the presence of the additive, in the composition of the residue, such as the calcium carbonate. The termogravimetry curves of the modified ABs presented behavior similar to the pure binder. The rheological properties were also evaluated by tests with the viscometer and the dynamic shear rheometer (DSR). In general, ageing causes an increase in stiffness and viscosity, however the master curves indicated that the effect of aging is most significant in the intermediate to high temperatures and increases the elasticity along the spectrum of frequencies. The zero shear viscosity (ZSV) obtained by the models of Cross and Williamson was higher than the Carreau model. In addition atomic force microscopy (AFM) images were obtained in the showed that the EVA polymer sweeling suggest that part of the maltenic fraction of the binder was absorbed by the polymer. For the binder modified with EVAR, the mixture showed good stability only after the addition of the extensor oil. The presence of CNSL and EO improved the thermal susceptibility of the modified binders.
MIGLIETTA, FABRIZIO. « Self-healing of bituminous binders : a methodological framework from experimental testing to advanced modeling ». Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2942112.
Texte intégralReis, Rafael Marcal Martins de. « Revestimento asfáltico tipo SMA para alto desempenho em vias de tráfego pesado ». Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/3/3138/tde-14112003-103348/.
Texte intégralThis research presents laboratory test results of mixture design, mechanical behavior of SMA (Stone Matrix Asphalt), as well as some construction aspects regarding to development of Brazilian road trial section as a new bituminous surface course to pavement construction or maintenance.The laboratory results show that SMA can perform very well in hot climate under heavy load conditions due to the mixture to be very resistant against permanent deformation but still flexible like dense asphalt concrete. The SMA is a well Known solution for heavy traffic in Europe and, more recently, in North America. The SMA is also employed to increase the adherence in wet conditions and for noise reduction.
Arsano, Iskinder Yacob. « BIO-OIL MODIFIED ASPHALT AS A NOVEL AND IMPROVED CONSTRUCTION MATERIAL & ; CARBON NANOTUBES FOR TARGETED ADSORPTION OF BENZOIC ACID ». University of Akron / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1596635907208643.
Texte intégralCunha, Tayana Mara Freitas da. « Estudo do comportamento físico, químico e reológico de ligante asfáltico modificado com polímero e materiais advindos de plantas amazônicas para aplicação em revestimento asfáltico ». Universidade Federal do Amazonas, 2011. http://tede.ufam.edu.br/handle/tede/2362.
Texte intégralCoordenação de Aperfeiçoamento de Pessoal de Nível Superior
The study in question has researched the chemical and rheological properties of pure asphalt binder in Manaus (CAP 50/70-REMAN), and when modified with agents: synthetic polymer - a styrene-butadiene copolymer (SBS), natural fiber of fruits rind of Couepia edulis (Prance) (FCC) and antioxidant additive - fat Virola surinamensis - ucuúba (GU), aiming to bring benefits to the asphalt used in the region, as from the oxidative stress and heat, as well as a better performance of asphalt mixtures used in the process champion. Were determinate the properties of degradation and stabilization by thermal analysis - Termogravimetira (TG) and Differential Scanning Calorimetry (DSC), rheology, through Rheometer Dynamic Shear (Shear Rheometer Dynamical - DSR) under the parameters established in the specifications SUPERPAVE the aging process by thermoxidized (RTFOT) beyond the traditional characterization advocated by the National Petroleum Agency - ANP. The addition of modifying agents affected the physical, chemical and rheological properties, the main results: reduction in penetration rate, increase in softening point, good thermal stability and miscibility with the CAP, a significant increase in G* at low frequencies and decrease in tan δ, and the elevation of viscosity for the modified binders, but less pronounced by the presence of additive (GU).
comercializado em Manaus (CAP 50/70-REMAN), e quando modificado com os agentes: polímero sintético - copolímero de estireno e butadieno (SBS), fibra natural oriunda da casca da castanha de cutia (FCC) - Couepia edulis (Prance) e com aditivo antioxidante - gordura de Virola surinamensis ucuúba (GU), visando trazer benefícios ao asfalto utilizado na região, quanto ao efeito oxidativo e térmico, bem como quanto a um melhor desempenho das misturas asfálticas empregadas nas vias manauaras. Foram determinadas as propriedades de degradação e estabilização, pela análise térmica Termogravimetira (TG) e Calorimetria Exploratória Diferencial (DSC), o comportamento reológico, por meio do Reômetro de Cisalhamento dinâmico (Dynamical Shear Rheometer - DSR) segundo os parâmetros estabelecidos nas especificações SUPERPAVE, o envelhecimento pelo processo termoxidativo (RTFOT) além da caracterização tradicional preconizada pela Agência Nacional de Petróleo ANP. A adição de agentes modificadores afetou as propriedades físicas, químicas e reológicas, tendo como principais resultados: redução nos índice de penetração, aumento no ponto de amolecimento, boa estabilidade térmica e miscibilidade com o CAP, aumento significativo no G* em baixas freqüências e diminuição na tan δ, além da elevação da viscosidade para os ligantes modificados, porém menos pronunciada pela presença de aditivo (GU).
Fienkeng, Martin Nkwenti. « Early life behaviour of surface dressings with polymer modified binders ». Thesis, University of Liverpool, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.240603.
Texte intégralElseifi, Mostafa. « Viscoelastic Modeling of Straight and Modified Binders at Intermediate and High Temperatures ». Thesis, Virginia Tech, 1999. http://hdl.handle.net/10919/36445.
Texte intégralAfter construction of the master curves, non-linear regression was used to fit the proposed models to the experimental data. Comparison between the measured and predicted values indicated a good agreement for frequencies higher than 10-5 rad/sec. The phase angle model was found to adequately describe unmodified binder with a small percentage of errors (less than 6%). On the other hand, the phase angle model was found unable to simulate the plateau region observed for polymer-modified binders. However, the error in this case was found to be relatively small (from zero to 10%).
The ability of the models to estimate other viscoelastic functions, e.g. storage shear modulus (G'), loss shear modulus (G"), and relaxation spectrum (H(t)), was found to be adequate.
Master of Science
Livres sur le sujet "Polymer-modified binder"
Wardlaw, KR, et S. Shuler, dir. Polymer Modified Asphalt Binders. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959 : ASTM International, 1992. http://dx.doi.org/10.1520/stp1108-eb.
Texte intégralR, Wardlaw Kenneth, et Shuler Scott, dir. Polymer modified asphalt binders. Philadelphia, PA : ASTM, 1992.
Trouver le texte intégralJamieson, I. L. Polymer modified binders in surface dressings. Dublin : Environmental Research Unit, 1993.
Trouver le texte intégralGroup, Austroads Pavement Research, dir. Austroads specification framework for polymer modified binders. Vermont South, Victoria : ARRB Transport Research, 1997.
Trouver le texte intégralRheological Properties of Polymer-modified Binders for Use in Rolled Asphalt Wearing Course (TRL Report). Thomas Telford Ltd, 1999.
Trouver le texte intégralChapitres de livres sur le sujet "Polymer-modified binder"
Ali, Shaban Ismael Albrka, Rebaz Yousif Ahmed et Peshawa Sediq. « High Temperatures Characterization of Polymer Nanocomposite Modified Asphalt Binder ». Dans RILEM Bookseries, 983–89. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-46455-4_125.
Texte intégralVijayan, Vishnu, Jeevan Mathew Tharayil, R. Rakhil Krishna, Jiji Saji, Divya S. Shaji et G. Lakshmi. « Sustainable Bituminous Pavement : A Study on Low-Density Polymer Modified Bituminous Binder ». Dans Lecture Notes in Civil Engineering, 435–46. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6557-8_35.
Texte intégralSuchismita, Arpita, et Dharamveer Singh. « Quantification of Aging of Polymer Modified Binder Using Creep Recovery and Yield Energy Test Methods ». Dans Proceedings of the Sixth International Conference of Transportation Research Group of India, 31–39. Singapore : Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3505-3_3.
Texte intégralLeegwater, Greet, Jozef Komačka, Gang Liu, Erik Nielsen et Eva Remišova. « Technical Performance and Benefits of Recycling of Reclaimed Asphalt Containing Polymer-modified Binder in Premium Surface Layers ». Dans Materials and Infrastructures 2, 19–32. Hoboken, NJ, USA : John Wiley & Sons, Inc., 2016. http://dx.doi.org/10.1002/9781119318613.ch2.
Texte intégralKumar, Rajesh. « Influence on Hydration and Microstructural Properties of Low-Carbon Cementitious Binder Modified with Water-Soluble Polymer and Fly Ash ». Dans Lecture Notes in Civil Engineering, 1–12. Singapore : Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3371-4_1.
Texte intégralPodolsky, Joseph, Austin Hohmann, Conglin Chen, Zahra Sotoodeh-Nia, Nicholas Manke, Barrie Saw, Nacu Hernandez et al. « Effect of Soybean Oil Derived Additives on Improved Performance of Polymer-Modified Asphalt Binder and Mix Containing 50% Fine-Graded RAP ». Dans RILEM Bookseries, 615–21. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-46455-4_78.
Texte intégralShaffie, E., J. Ahmad, A. K. Arshad, D. Kamarun et F. Kamaruddin. « Stripping Performance and Volumetric Properties Evaluation of Hot Mix Asphalt (HMA) Mix Design Using Natural Rubber Latex Polymer Modified Binder (NRMB) ». Dans InCIEC 2014, 873–84. Singapore : Springer Singapore, 2015. http://dx.doi.org/10.1007/978-981-287-290-6_76.
Texte intégralPaktin, Hazratullah, et Saqib Gulzar. « Tribology of Polymers and Polymer-Modified Asphalt Binders Considering Linear Viscoelasticity ». Dans Tribology of Polymer and Polymer Composites for Industry 4.0, 71–87. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3903-6_5.
Texte intégralZofka, Adam, et Krzysztof Błażejowski. « Machine Learning Technique for Interpretation of Infrared Spectra Measured on Polymer Modified Binders ». Dans RILEM Bookseries, 281–86. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-00476-7_44.
Texte intégralChen, Yifang, et Chao Wang. « Oxidative Aging Effects on Damage-Healing Performance of Unmodified and Polymer Modified Asphalt Binders ». Dans Lecture Notes in Civil Engineering, 395–403. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29779-4_39.
Texte intégralActes de conférences sur le sujet "Polymer-modified binder"
White, Greg, Finn Hall et Darren Foster. « Comparing Binder Modified with Recycled Plastic to Conventional Polymer Modified Binders ». Dans International Airfield and Highway Pavements Conference 2021. Reston, VA : American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483510.005.
Texte intégralAlisov, Alexander, Tobias Hagner et Axel Walther. « Quantification of polymer content in binder by modified MSCR test ». Dans 6th Eurasphalt & Eurobitume Congress. Czech Technical University in Prague, 2016. http://dx.doi.org/10.14311/ee.2016.411.
Texte intégralUrquhart, Robert, Elizabeth Woodall, Shannon Malone et Shannon Lourensz. « Effects of hot storage on polymer modified binder properties and field performance ». Dans 6th Eurasphalt & Eurobitume Congress. Czech Technical University in Prague, 2016. http://dx.doi.org/10.14311/ee.2016.064.
Texte intégralHasan, Md Amanul, Zafrul Hakim Khan, Umme Amina Mannan et Rafiqul A. Tarefder. « Investigation of Mechanical Property of Polymer Modified Binder Using Image Processing and Finite Element Method ». Dans International Conference on Transportation and Development 2018. Reston, VA : American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481554.023.
Texte intégralVansteenkiste, Stefan, Joëlle De Visscher et Christophe Denayer. « Influence of hydrated lime on the field performance of SMA10 mixtures containing polymer modified binder ». Dans 6th Eurasphalt & Eurobitume Congress. Czech Technical University in Prague, 2016. http://dx.doi.org/10.14311/ee.2016.067.
Texte intégralKataware, Aniket V., et Dharamveer Singh. « Evaluating the Rutting Performance of a Polymer-Modified Binder Containing WMA Additives Using Different Rheological Parameters ». Dans Fourth Geo-China International Conference. Reston, VA : American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480014.016.
Texte intégralAlhussan, Khaled. « Improvement of Physical-Mechanical Properties of the Composite Materials in Aircraft Structure Using Carbon Nanomaterial Based on Phenolic Binder and Fiberglass ». Dans ASME 2013 11th International Conference on Nanochannels, Microchannels, and Minichannels. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/icnmm2013-73143.
Texte intégralTarta, Ciprian Rares, Nicolae Ciont, Mihai Iliescu et Gavril Hoda. « Comparative study on using thermoplastic polymers to improve asphalt mixtures characteristics ». Dans 6th International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/cetra.2020.1170.
Texte intégralPeng, Yousong, Sichang Liu, Yi Wang, Jie Li, Jian Ren, Hong You, Qihua Zhao, Xingxiang Wu et Wanfu Yu. « Steelframe reinforced plug joint towards seamless bridge deck ». Dans IABSE Congress, Christchurch 2021 : Resilient technologies for sustainable infrastructure. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0358.
Texte intégralArtamendi, Ignacio, Bob Allen, Philip Sabin et Paul Phillips. « New performance indicators for polymer modified binders ». Dans 6th Eurasphalt & Eurobitume Congress. Czech Technical University in Prague, 2016. http://dx.doi.org/10.14311/ee.2016.129.
Texte intégralRapports d'organisations sur le sujet "Polymer-modified binder"
Moghtadernejad, Sara, Ehsan Barjasteh, Ren Nagata et Haia Malabeh. Enhancement of Asphalt Performance by Graphene-Based Bitumen Nanocomposites. Mineta Transportation Institute, juin 2021. http://dx.doi.org/10.31979/mti.2021.1918.
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