Literatura científica selecionada sobre o tema "RAP material"
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Artigos de revistas sobre o assunto "RAP material"
Andhika Putra, Thopan, Bambang Sugeng Subagio e Eri Susanto Hariyadi. "Performance Analysis of Resilient Modulus and Fatigue Resistance of AC-BC Mixture with Full Extracted Asbuton and Reclaimed Asphalt Pavement (RAP)". Jurnal Teknik Sipil 28, n.º 3 (26 de dezembro de 2021): 349–58. http://dx.doi.org/10.5614/jts.2021.28.3.12.
Texto completo da fonteYin, Peng, Yuanguang Xie e Huixi Lang. "Research on the Impact of Recycled Asphalt Mixture on Road Performance Based on New Thermal Recycling". Journal of Physics: Conference Series 2152, n.º 1 (1 de janeiro de 2022): 012005. http://dx.doi.org/10.1088/1742-6596/2152/1/012005.
Texto completo da fontePlati, Christina, e Brad Cliatt. "A Sustainability Perspective for Unbound Reclaimed Asphalt Pavement (RAP) as a Pavement Base Material". Sustainability 11, n.º 1 (24 de dezembro de 2018): 78. http://dx.doi.org/10.3390/su11010078.
Texto completo da fonteSejvani, Ajaykumar, A. A. Amin e L. B. Zala. "Utilization of Reclaimed Asphalt Pavement Material in Wet Mix Macadam (W.M.M)". Journal of Physics: Conference Series 2089, n.º 1 (1 de novembro de 2021): 012060. http://dx.doi.org/10.1088/1742-6596/2089/1/012060.
Texto completo da fonteGarg, Navneet, e Marshall R. Thompson. "Lincoln Avenue Reclaimed Asphalt Pavement Base Project". Transportation Research Record: Journal of the Transportation Research Board 1547, n.º 1 (janeiro de 1996): 89–95. http://dx.doi.org/10.1177/0361198196154700113.
Texto completo da fonteRahim, Irwan Ridwan, Novita Pradani, Rita Irmawaty e Muhammad Wihardi Tjaronge. "Pengaruh Material Daur Ulang Pasca Bencana dan Asbuton Butir Terhadap Sifat Volumetrik Campuran Beton Aspal Lapis Aus". Jurnal Rekayasa Sipil dan Lingkungan 7, n.º 1 (14 de junho de 2023): 35. http://dx.doi.org/10.19184/jrsl.v7i1.36609.
Texto completo da fonteChen, J. S., P. Y. Chu, Y. Y. Lin e K. Y. Lin. "Characterization of binder and mix properties to detect reclaimed asphalt pavement content in bituminous mixtures". Canadian Journal of Civil Engineering 34, n.º 5 (1 de maio de 2007): 581–88. http://dx.doi.org/10.1139/l06-150.
Texto completo da fonteSuwarto, Fardzanela, Bagus Hario Setiadji e Supriyono Supriyono. "PENGARUH PENAMBAHAN DAN PERLAKUAN PENYIAPAN RECLAIMED ASPHALT PAVEMENT (RAP) TERHADAP KARAKTERISTIK". Jurnal Proyek Teknik Sipil 1, n.º 1 (2 de novembro de 2018): 8–14. http://dx.doi.org/10.14710/potensi.2018.3489.
Texto completo da fontePuppala, Anand J., Aravind Pedarla, Bhaskar Chittoori, Vijay Krishna Ganne e Soheil Nazarian. "Long-Term Durability Studies on Chemically Treated Reclaimed Asphalt Pavement Material as a Base Layer for Pavements". Transportation Research Record: Journal of the Transportation Research Board 2657, n.º 1 (janeiro de 2017): 1–9. http://dx.doi.org/10.3141/2657-01.
Texto completo da fonteWei, Wenwu, Chao Ji, Honggang Song, Zhigang Li, Zhen Liu, Lijun Sun e Zhou Zhou. "Effect of Fractionation Process and Addition of Composite Crumb Rubber-Modified Asphalt on Road Performance Variability of Recycled Asphalt Mixtures with High Reclaimed Asphalt Pavement (RAP) Content". Buildings 13, n.º 11 (29 de outubro de 2023): 2729. http://dx.doi.org/10.3390/buildings13112729.
Texto completo da fonteTeses / dissertações sobre o assunto "RAP material"
O'Brien, William John. "Characterisation and material removal properties of the RAP™ process". Thesis, Cranfield University, 2011. http://dspace.lib.cranfield.ac.uk/handle/1826/6560.
Texto completo da fontePenny, Julie Elizabeth. "An evaluation of heated reclaimed asphalt pavement (RAP) material and wax modified asphalt for use in recycled hot mix asphalt (HMA)". Worcester, Mass. : Worcester Polytechnic Institute, 2007. http://www.wpi.edu/Pubs/ETD/Available/etd-010807-113145/.
Texto completo da fonteForton, Andrei-Roman. "Thermomechanical behaviour of bituminous materials including RAP and rejuvenator and environmental impact of their fabrication process". Electronic Thesis or Diss., Lyon, 2021. http://www.theses.fr/2021LYSET005.
Texto completo da fonteThe study presented in this thesis has been carried out within a collaboration between Politehnica University Timisoara (UPT) from Romania and Université de Lyon/École Nationale des Travaux Publics de l'État (ENTPE), laboratory LTDS from France. The objectives are, i) the characterization of the thermomechanical performances of binder blends and bituminous mixtures produced with Reclaimed Asphalt Pavement (RAP) and rejuvenator and, ii) the investigation of the potential environmental impact related to the production of a mixture containing different amounts of RAP material and rejuvenator. Therefore, comprehensive experimental investigations were performed on binders and mixtures. All tests on binders and mixtures were performed in the Road Laboratory from UPT, together with the environmental impact assessment. On the other hand, the analyses, estimations and predictions of most parameters/characteristics of binders and mixtures were performed at ENTPE. The study on binders focused on the properties of different binder blends produced by mixing one type of fresh binder (a straight run 50/70 pen. grade), a RAP-extracted binder and a rejuvenator of vegetal origin. The study on mixtures focused on the investigation on 13 bituminous mixtures
Tanski, Mateus Camargo. "COMPORTAMENTO MECÂNICO DE MATERIAL RECICLADO A FRIO COM EMULSÃO E CIMENTO". Universidade Federal de Santa Maria, 2016. http://repositorio.ufsm.br/handle/1/7934.
Texto completo da fonteO material fresado extraído de trechos em recuperação não recebe a atenção e importância que merece no Brasil. O reaproveitamento desse material, que apresenta comportamento tão bom quanto os agregados virgens, quando empregado de maneira correta na composição de camadas de pavimentos novos ou restaurações, é uma prática largamente utilizada em países europeus e nos Estados Unidos. Além de resolver o passivo ambiental das empresas, o reemprego do fresado em misturas asfálticas, é uma alternativa sustentável que diminui o consumo de agregados virgens e custos com transporte de fresado e alocação do mesmo. Este trabalho busca uma alternativa para emprego do material fresado como camada de base na execução de pavimentos novos. Foram estudadas misturas recicladas a frio compostas de fresado estabilizado granulometricamente com pó-de-pedra e tendo como ligante betuminoso emulsão asfáltica RL-1C nas proporções de 2% a 5% e de ligante hidráulico CP V ARI de 0% a 1% de cimento. As misturas propostas foram avaliadas por meio de ensaios de resistência à compressão simples (RCS), ruptura por tração por compressão diametral (RT), módulo de resiliência (MR), módulo complexo (IE*I) e FlowNumber (FN). Após a realização dos ensaios, observou-se que os valores obtidos demonstram que as misturas com proporção variando de 50% a 75% de emulsão, em relação ao cimento empregado nas misturas, apresentam melhores resultados. Além disso, as mesmas misturas apresentam valores de módulo resiliente variando entre 1500 MPa e 3000 MPa (valores excelentes para camadas de base). O ensaio de FN mostrou que a adição de cimento na mistura melhora os resultados aumentando o número de ciclos, apresentando como melhores as amostras com 2% e 3% de emulsão. Através do ensaio de módulo dinâmico obteve-se a curva mestra das misturas utilizando a modelo 2S2P1D. Acredita-se que esta será uma alternativa técnica e economicamente viável para destinação do material fresado gerado em abundância pelas obras rodoviárias.
Centofante, Roberta. "ESTUDO LABORATORIAL DA UTILIZAÇÃO DE MATERIAL FRESADO EM MISTURAS ASFÁLTICAS RECICLADAS A QUENTE". Universidade Federal de Santa Maria, 2016. http://repositorio.ufsm.br/handle/1/7915.
Texto completo da fonteThe use of recycled materials can become a constructive application with good acceptance in the road sector, and is a great contribution to the sustainability policy. In this scenario, the study of economic and sustainable techniques for execution, construction and maintenance of highways, forces a survey in which they can find alternatives to the use of materials that reduce energy consumption, taking into account also the environmental appeal. Therefore, this is an objective research on the study of a way to use, reuse, and improve the use of the recycled asphalt pavement (RAP) in hot asphalt mixtures. This is possible due to the RAP's recycling process being a viable option to replace conventional pavement materials. Then, the RAP becomes an alternative when someone wishes to improve the properties of a material, called particle size stabilization, aiming at a correct particle size and obtain a material with greater strength, efficiency and lower cost. To achieve the purpose of this study, laboratory tests were made to evaluate the mechanical properties and adhesiveness of mixtures containing 10% addition of RAP, 20% and 30%, compared to a reference mix without the RAP addition. Additionally, the initial use of the Bailey method was an important factor to the formation of the mixtures and selection of the aggregates used to Superpave methodology to design dosage strength and preparing of the samples. For mechanical evaluation were used resilient modulus tests (RM) and to review viscoelastic were used uniaxial dynamic modulus test. In addition, the indirect tensile strength tests were performed (RT) and Flow Number (FN) and damage tests induced moisture through the Modified Lottman test and wear a Cantabro abrasion, for evaluation of the properties of adhesion and cohesion of the mixtures, respectively. So after obtained these results, it was possible to make an analysis of the use of these hot mix asphalt recycling hot pavements, as well as assess how much conventional mixtures can be improved with the inclusion of recycled material, replacing virgin aggregate. Then, it was possible to infer that the mechanical evaluation showed positive results with the addition of RAP compared to a reference blend. It´s possible to reduce the new binder content between 13 and 37%. The results showed that RM stiffness and indirect tensile strength increases with RAP amount. Furthermore, the FN test results showed reductions on permanent deformation and rutting of the RAP´s mixtures. Through the master curve obtained by dynamic module, along with modeling 2S2P1D, it was found that the CAF10 mixture unexpectedly had stiffness greater than the CAF20 mixture, which has 20% more RAP than the previous.
A utilização de materiais provenientes da reciclagem pode se tornar uma aplicação construtiva com boa aceitação no setor rodoviário, além de contribuir na política de sustentabilidade. Com isso, torna-se viável o estudo de técnicas econômicas e sustentáveis para execução, construção e manutenção de rodovias, forçando uma pesquisa em que se possa encontrar alternativas para o uso de materiais que diminuam o consumo de energia, levando em conta, ainda, o apelo ambiental. Por isso, essa pesquisa se objetiva no estudo de uma maneira de utilizar, reutilizar e melhor aproveitar o material fresado em misturas asfálticas a quente. Isto se dá devido ao processo de reciclagem deste material ser uma alternativa de possível substituição aos materiais convencionais naturais de pavimentação como, por exemplo, a pedra britada. Então, o material asfáltico do pavimento deteriorado (fresado) torna-se uma das alternativas quando se deseja melhorar as propriedades de um material, denominada estabilização granulométrica, visando corrigir sua granulometria e obter um material com maior resistência, eficiência e menor custo. Para atingir o objetivo desta pesquisa, foram realizados ensaios laboratoriais que pudessem avaliar as propriedades mecânicas e de adesividade das misturas contendo 10% de adição de fresado, 20% e 30%, comparadas a uma mistura de referência sem adição de agregado reciclado. Além disso, a utilização inicial do Método Bailey foi um fator importante para a formação das misturas e seleção dos agregados, sendo utilizada a metodologia Superpave para dosagem do teor de projeto e moldagem das amostras. Para avaliação mecânica, foram usados ensaios de módulo de resiliência (MR) e, ainda, para avaliação viscoelástica, ensaio de módulo dinâmico uniaxial. Além destes, foram realizados ensaios de resistência à tração indireta (RT) e Flow Number (FN) e, também, ensaios de dano por umidade induzida, através do ensaio de Lottman Modificado, e desgaste por abrasão Cântabro, para avaliação das propriedades de adesividade e coesão das misturas, respectivamente. Assim, após obtidos estes resultados, foi possível efetuar uma análise da utilização destas misturas asfálticas na reciclagem a quente de pavimentos, bem como avaliar o quanto as misturas convencionais podem ser melhoradas com a inserção de material reciclado, em substituição ao agregado virgem. Então, foi possível concluir que a avaliação mecânica apresentou resultados positivos com a adição de fresado, quando comparados a uma mistura de referência. Os resultados de MR mostraram que a rigidez aumenta ao passo que a quantidade de fresado é maior na composição das misturas, o mesmo foi possível verificar através dos ensaios de RT, os quais apresentaram valores crescentes. Além disso, o ensaio de FN comprovou que o fresado aumenta a rigidez das misturas. Através da curva mestra obtida pelo módulo dinâmico, juntamente com a modelagem 2S2P1D, foi possível constatar que a mistura CAF10, inesperadamente, apresentou rigidez maior que a mistura CAF20, a qual tem 20% a mais de fresado que a anterior.
Pasche, Eduardo. "Estudo da resistência e da rigidez de uma mistura de material fresado asfáltico e pó-de-pedra com a adição de cimento". reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/149836.
Texto completo da fonteThe Brazilian highways are fundamental to the productive chain once promote the integration of regions, states, ports, railways, waterways and airports. The quality of the surface is a major determinant of the performance of travelers during their travels. One way to correct the defects in the pavements is the restoration currently being used through milling of the asphalt coating and its reuse. In the operation of a drilling asphalt coating, such activity produces a lot of waste in highway restoration works, called Reclaimed Asphalt Pavement (RAP), which is composed of aggregates (coarse and fine) and asphalt binder. The use of such material is the main objective of present research, targeting the grain size and chemical stabilization, the latter adding Portland cement. This research aims to evaluate, through laboratory testing, the viability of using a mixture of RAP and powdered rock chemically stabilized with Portland cement for layers in flexible pavements, correlating the porosity/cement ratio (η/Civ) with stiffness and resistance parameters of the mixtures. The RAP used in present research comes from restoration of the BR-290. The grain size stabilization was performed; RAP content being determined as 70% and 30% of powdered rock. The chemical stabilization was carried out with early strength Portland cement contents of 3%, 5% e 7%. Specimens’10x20 cm were manufactured for the unconfined compressive and splitting tensile tests. For the resilient modulus, specimens had 6.5x10cm and for the dynamic modulus specimens had10x15 cm. All ests were cured for 28 days. The results showed that both, resistance and modules increase linearly with increasing amount of cement and exponentially with decreasing of the porosity. The results also show that the material has viscoelastic characteristics originating from the RAP. The relationship between the porosity/cement ratio adjusted by a coefficient [η/(Civ)0.41] proved adequate in predicting resistance and modules for all studied mixtures. Satisfactory performance corroborates the possibility of covering of the studies of this material.
Pires, Gustavo Menegusso. "ESTUDO DA ESTABILIZAÇÃO GRANULOMÉTRICA E QUÍMICA DE MATERIAL FRESADO COM ADIÇÃO DE CIMENTO PORTLAND E CINZA DE CASCA DE ARROZ PARA APLICAÇÃO EM CAMADAS DE PAVIMENTOS". Universidade Federal de Santa Maria, 2014. http://repositorio.ufsm.br/handle/1/7865.
Texto completo da fonteRoad transport is of great importance for many countries, in Brazil it can be even more extreme, due to the concentration of cargo through this modal. We also know that maintenance costs are elevated, forcing managers and researchers to find new alternatives to increase the utilization of materials, reduce energy consumption, speed up restoration interventions, among others. Besides the high costs, another important factor that stands out is the environmental issue, which is directly affected in the construction and maintenance of highways, whether using natural materials, movements of soils, in the fuel used by the equipment, etc. Thus, it becomes feasible to study reuse of old materials in the execution of highways recycling of deteriorated pavement, because all the material can be used for construction of a new layer, and with little addition of new materials for stabilization, reducing the consumption. Therefore, the material deteriorated asphalt pavement, the Reclaimed Asphalt Pavement (RAP), is the objective of this research, aiming to stabilize pavement layers in two ways, the particle size and chemical stabilization, the latter with the addition of Portland cement and rice husk ash. This research aims to evaluate, through laboratory testing, the feasibility of using pure and stabilized milled material (mechanical, chemical and particle size) in layers of flexible pavements. The milled materials are from BR-290 and ERS-509. Particle size stabilization was performed and determined the level of 70% of milled material and 30% of natural aggregate. For testing of compressive strength were molded into test specimens of 10x20 cm with different levels of Portland cement (CP IV-32), and determine the content of 4,86% (BR-290) and 5,37% (ERS-569) from the compressive strength of 2.1 MPa at 28 days. From the results obtained, specimens were molded for testing the Axial compressive strength, tensile strength by diametrical compression and resilient modulus; in these specimens, the cement was replaced by Rice Husk Ash (mesh #325 and #500) in ratios of 15, 30 and 50% by weight of cement content, and put into moist chamber for 7, 28 and 160 curing days. The results showed that the amount of 15% of CCA reached values very close to the reference mixtures. The satisfactory performance confirms the possibility to cover studies of these materials.
O transporte rodoviário é de grande importância para muitos países, no Brasil isso pode ser ainda mais extremo devido à concentração da movimentação das cargas através deste modal. Sabemos também que os custos de manutenção são elevados, forçando os gestores e pesquisadores a encontrar sempre novas alternativas para melhorar o aproveitamento dos materiais, diminuir o consumo de energia, agilizar as intervenções de restauração, entre outros. Outro fator importante que se destaca é a questão ambiental, onde é diretamente afetada nas construções e manutenções de rodovias, seja no consumo de materiais naturais, nas movimentações de terras, nos combustíveis utilizados, etc. Assim, torna-se viável o estudo de reaproveitamento dos materiais antigos das rodovias, na execução da reciclagem do pavimento deteriorado, pois todo o material poderá ser utilizado para construção de uma nova camada. Portanto, o material asfáltico do pavimento deteriorado, o fresado, é o objetivo de estudo desta pesquisa, visando a estabilização granulométrica e química, esta última com adição de cimento Portland e cinza de casca de arroz. Esta pesquisa objetivou avaliar, através de ensaios laboratoriais, a viabilidade da utilização de material fresado puro e estabilizado (mecânica, granulométrica e quimicamente) em camadas de pavimentos flexíveis. Os materiais fresados são oriundos da BR-290 e da ERS-509. Foi realizada estabilização granulométrica, sendo determinado o teor de 70% de material fresado e 30% de agregado natural. Para ensaio de resistência à compressão simples foram moldados em corpos-de-prova de 10x20 cm com diferentes teores de cimento Portland (CP-IV 32), sendo determinados os teores de 4,86% (BR-290) e 5,37% (ERS-569) a partir da resistência à compressão de 2,1 MPa aos 28 dias. A partir dos resultados obtidos foram moldados corpos de prova para ensaios de resistência à compressão, resistência à tração e módulo de resiliência; sendo nestes substituído em massa o CP-IV 32 em 15, 30 e 50% por cinza de casca de arroz moída (CCA #325 e CCA #500), colocados em câmara úmida por 7, 28 e 160 dias. A análise dos resultados mostrou que o teor de 15% de CCA alcançou valores muito próximos das misturas de referência. O desempenho satisfatório corrobora com a possibilidade de abranger os estudos destes materiais.
Roper, Matthew B. "Evaluation of Laboratory Durability Tests for Stabilized Aggregate Base Materials". BYU ScholarsArchive, 2007. https://scholarsarchive.byu.edu/etd/902.
Texto completo da fonteAl, khasawneh Mohammad. "Evaluation of Novel Construction Technologies and Materials for Roadway Unpaved Shoulders". University of Cincinnati / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1595848023340553.
Texto completo da fonteMAZZONI, GIORGIA. "Self-healing potential and RAP inclusion as sustainable strategies for never-ending bituminous materials". Doctoral thesis, Università Politecnica delle Marche, 2018. http://hdl.handle.net/11566/252978.
Texto completo da fonteEconomic and environmental advantages encourage the use of Reclaimed Asphalt Pavement (RAP), coming from the milling of old pavements, to be introduced in new bituminous mixture. In particular, hot recycling of RAP allows a reduction of production costs and disposal issues as well as natural resources conservation thanks to the exploitation of both bituminous and lytic component. However, regulations of road agencies and public administrations usually impose restrictions on RAP percentages (from 10 to 30%) due to uncertainties concerning the interaction between bitumen released from RAP and virgin bitumen. Inaccurate assumptions on the related effects could lead to mixtures subjected to premature distresses, such as fatigue failure, considering the higher oxidation, and consequently viscosity (stiffness), of aged bitumens if compared to that of virgin bitumens. In this context, the Ph.D research aimed at evaluating the effects caused by hot recycling of high RAP contents. Since it is expected that field performance of bituminous mixtures is mainly led by mastic phase and its components (i.e. filler and bitumen), the experimental study focused on analysing interactions among different types and dosages of RAP bitumens, rejuvenators and fillers. Besides the “classical” rheological characterisation, more innovative tests and analyses were performed in order to get an overall picture of the mechanical behaviour of the materials investigated in terms of fatigue, self-healing and thixotropy. Based on the overall findings, the inclusion of higher RAP contents appears possible, without negatively affecting the final mixture performance, when an appropriate design is considered. Production process, paving technology, source, properties and dosage of RAP and, eventually, rejuvenator need to be properly selected so as to improve low and intermediate temperature properties of the mixture without penalising its high temperature performance.
Livros sobre o assunto "RAP material"
Wagner, Lorie A. Materials in the economy, material flows, scarcity, and the environment. Denver, CO: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.
Encontre o texto completo da fonteWagner, Lorie A. Materials in the economy, material flows, scarcity, and the environment. Denver, CO: U.S. Dept. of the Interior, U.S. Geological Survey, 2002.
Encontre o texto completo da fonteKrulik, Nancy E. Bad rap. New York: Grosset & Dunlap, 2005.
Encontre o texto completo da fonteKrulik, Nancy E. Bad Rap. New York: Penguin USA, Inc., 2009.
Encontre o texto completo da fonteStilton, Gerónimo. El rap del miedo. [Barcelona]: Destino, 2013.
Encontre o texto completo da fonteGary, Thompson. Determining asphalt content for recycled asphalt pavement (RAP) materials. Salem, OR: Oregon Dept. of Transportation, Research Group, 2003.
Encontre o texto completo da fonteIbrahim, Hamid. Malaysia rape & incest: Cases & materials. Petaling Jaya, Selangor, Malaysia: Gavel Publications, 2008.
Encontre o texto completo da fonteIbrahim, Hamid. Malaysia rape & incest: Cases & materials. Petaling Jaya, Selangor, Malaysia: Gavel Publications, 2008.
Encontre o texto completo da fonteIbrahim, Hamid. Malaysia rape & incest: Cases & materials. Petaling Jaya, Selangor, Malaysia: Gavel Publications, 2008.
Encontre o texto completo da fonteNepal. Dept. of Industries. Material consumption norms. Kathmandu: Govt. of Nepal, Ministry of Industry, Commerce, and Supplies, Dept. of Industries, 2006.
Encontre o texto completo da fonteCapítulos de livros sobre o assunto "RAP material"
Herkersdorf, Andreas, Michael Engel, Michael Glaß, Jörg Henkel, Veit B. Kleeberger, Johannes M. Kühn, Peter Marwedel et al. "RAP Model—Enabling Cross-Layer Analysis and Optimization for System-on-Chip Resilience". In Dependable Embedded Systems, 1–27. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-52017-5_1.
Texto completo da fonteGuduru, Gurunath, e Kranthi Kuna. "An Attempt to Characterize the RAP Material for Hot Recycled Mix Design Purposes". In RILEM Bookseries, 199–205. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-46455-4_25.
Texto completo da fonteMullapudi, Ramya Sri, Gottumukkala Bharath e and Narala Gangadhara Reddy. "Utilization of Reclaimed Asphalt Pavement (RAP) Material as a Part of Bituminous Mixtures". In Urban Mining for Waste Management and Resource Recovery, 111–27. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003201076-7.
Texto completo da fontePradhan, Sujit Kumar, e Umesh Chandra Sahoo. "Effect of Softer Binder on Bituminous Mixture Containing Reclaimed Asphalt Pavement (RAP) Material". In Lecture Notes in Civil Engineering, 61–71. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7509-6_6.
Texto completo da fonteMullapudi, Ramya Sri, Venkata Joga Rao Bulusu e Sudhakar Reddy Kusam. "Influence of Binder Chemical Properties on the Elastic Properties of Asphalt Mixes Containing RAP Material". In Advances in Sustainable Materials and Resilient Infrastructure, 89–102. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-9744-9_6.
Texto completo da fonteEdil, Tuncer B. "A Review of Recycled Aggregates (RAP and RCA) as Unbound Base Course Material for Sustainable Highway Construction". In Lecture Notes in Civil Engineering, 3–14. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6713-6_1.
Texto completo da fontePerraton, D., G. Tebaldi, E. Dave, F. Bilodeau, G. Giacomello, A. Grilli, A. Graziani et al. "Tests Campaign Analysis to Evaluate the Capability of Fragmentation Test to Characterize Recycled Asphalt Pavement (RAP) Material". In RILEM Bookseries, 965–76. Dordrecht: Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-7342-3_77.
Texto completo da fonteSoldatov, Alexander V., e Kirill A. Lomachenko. "Nanostructured Materials". In X-Ray Absorption and X-Ray Emission Spectroscopy, 809–27. Chichester, UK: John Wiley & Sons, Ltd, 2016. http://dx.doi.org/10.1002/9781118844243.ch27.
Texto completo da fonteVinoy, K. J., e R. M. Jha. "Trends in RAM". In Radar Absorbing Materials, 169–73. Boston, MA: Springer US, 1996. http://dx.doi.org/10.1007/978-1-4613-0473-9_7.
Texto completo da fonteWassholm, Johanna, e Anna Sundelin. "Rag Collectors: Mobility and Barter in a Circular Flow of Goods". In Encounters and Practices of Petty Trade in Northern Europe, 1820–1960, 69–94. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98080-1_4.
Texto completo da fonteTrabalhos de conferências sobre o assunto "RAP material"
Prifti, Dritan, Kozeta Tushe, Elida Bylyku e Brunilda Daci. "RADIOACTIVE MATERIAL TRANSPORT – SAFETY AND SECURITY UPGRADE IN ALBANIA". In RAP Conference. Sievert Association, 2022. http://dx.doi.org/10.37392/rapproc.2022.06.
Texto completo da fonteZulu, Mailes C., Erhan Budak e Ercan Yilmaz. "FREQUENCY RESPONSE ON THE ELECTRICAL CHARACTERISTICS OF SiNWS BASED MOS CAPACITOR WITH HIGH-K MATERIAL". In RAP Conference. Sievert Association, 2022. http://dx.doi.org/10.37392/rapproc.2022.09.
Texto completo da fonteSabol, Jozef. "RESEARCH ACTIVITIES AT THE POLICE ACADEMY OF THE CZECH REPUBLIC IN PRAGUE ASSOCIATED WITH THE DETECTION AND ELIMINATION OF CBRN AND OTHER DANGEROUS MATERIAL THREATS". In RAP Conference. Sievert Association, 2023. http://dx.doi.org/10.37392/rapproc.2023.20.
Texto completo da fonteJagad, Gargi P., Ambika Behl e Sanjay M. Dave. "Performance Characteristics of Asphalt Mixes Containing High Percentage of RAP Material". In International Airfield and Highway Pavements Conference 2021. Reston, VA: American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483503.019.
Texto completo da fonteSugeng Subagio, Bambang, Edwin Nirwan e Harmein Rahman. "Comparison Between Resilient Modulus and Dynamic Modulus of AC-BC Mixture Using RAP Material". In Eighth International Conference on Maintenance and Rehabilitation of Pavements. Singapore: Research Publishing Services, 2016. http://dx.doi.org/10.3850/978-981-11-0449-7-064-cd.
Texto completo da fontePacheco, Stefany R. S., Dayane K. Lages, Priscila A. S. Machado e Juscelina R. Ferreira. "Estudo preliminar da viabilidade do uso de resíduos de construção e demolição (RCD) como material de construção para Rip-Rap". In VIII ENCONTRO NACIONAL DE APROVEITAMENTO DE RESÍDUOS NA CONSTRUÇÃO. ANTAC, 2023. http://dx.doi.org/10.46421/enarc.v8i00.3022.
Texto completo da fonteGutierrez Klinsky, Luis Miguel, Mario Alexander Castañeda López, William Fedrigo, Thaís Radünz Kleinert, Washington Peres Núñez, Jorge Augusto Pereira Ceratti e Valeria Cristina De Faria. "Estudio de fatiga en mezclas asfálticas recicladas con cemento a través de ensayo en viga cuatro puntos". In CIT2016. Congreso de Ingeniería del Transporte. Valencia: Universitat Politècnica València, 2016. http://dx.doi.org/10.4995/cit2016.2016.3486.
Texto completo da fonteDyogteva, Ya. "INSTITUTIONALIZATION OF VERBALAGGRESSIONINRAPBATTLES". In EXPONENTS OF SOCIAL AGGRESSION: GENERAL HUMANITARIAN DISCOURSES. FSBE Institution of Higher Education Voronezh State University of Forestry and Technologies named after G.F. Morozov, 2022. http://dx.doi.org/10.34220/esaghd2022_109-114.
Texto completo da fonteMaulida, L., S. Zulaikah, F. A. Zahroh, R. Pujiastuti, E. Y. Agustin e A. Juliansyah. "Analysis of magnetic susceptibility of weathering basalt and basaltic andesite rock in rip rap of Lahor Dam, Malang Regency". In INTERNATIONAL CONFERENCE ON ELECTROMAGNETISM, ROCK MAGNETISM AND MAGNETIC MATERIAL (ICE-R3M) 2019. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0016522.
Texto completo da fonteHasan, Md Mehedi, Hasan M. Faisal, Biswajit K. Bairgi, A. S. M. Rahman e Rafiqul Tarefder. "Evaluation of Fatigue Life of Asphalt Concrete From Dynamic Modulus Test". In ASME 2017 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/imece2017-71813.
Texto completo da fonteRelatórios de organizações sobre o assunto "RAP material"
Thembeka Ncube, Ayanda, e Antonio Bobet. Use of Recycled Asphalt. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317316.
Texto completo da fonteSaadeh, Shadi, e Pritam Katawał. Performance Testing of Hot Mix Asphalt Modified with Recycled Waste Plastic. Mineta Transportation Institute, julho de 2021. http://dx.doi.org/10.31979/mti.2021.2045.
Texto completo da fonteХолошин, Ігор Віталійович, Наталя Борисівна Пантелєєва, Олександр Миколайович Трунін, Людмила Володимирівна Бурман e Ольга Олександрівна Калініченко. Infrared Spectroscopy as the Method for Evaluating Technological Properties of Minerals and Their Behavior in Technological Processes. E3S Web of Conferences, 2020. http://dx.doi.org/10.31812/123456789/3929.
Texto completo da fonteMaupin, Julie, e Dr Michael Mamoun. DTPH56-06-T-0004 Plastic Pipe Failure, Risk, and Threat Analysis. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), março de 2006. http://dx.doi.org/10.55274/r0012119.
Texto completo da fonteБабець, Євген Костянтинович, Ірина Петрівна Антонік, Ірина Євгенівна Мельникова e Антон Всеволодович Петрухін. nfluence of Mining and Concentration Works Activity on Land Resources. Petroșani, 2019. http://dx.doi.org/10.31812/123456789/3120.
Texto completo da fonteFinkelstain, Israel, Steven Buccola e Ziv Bar-Shira. Pooling and Pricing Schemes for Marketing Agricultural Products. United States Department of Agriculture, agosto de 1993. http://dx.doi.org/10.32747/1993.7568099.bard.
Texto completo da fonteHammouti, A., S. Larmagnat, C. Rivard e D. Pham Van Bang. Use of CT-scan images to build geomaterial 3D pore network representation in preparation for numerical simulations of fluid flow and heat transfer, Quebec. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331502.
Texto completo da fonteTao, Yang, Victor Alchanatis e Yud-Ren Chen. X-ray and stereo imaging method for sensitive detection of bone fragments and hazardous materials in de-boned poultry fillets. United States Department of Agriculture, janeiro de 2006. http://dx.doi.org/10.32747/2006.7695872.bard.
Texto completo da fontePadmanbhan, Veera, Bijan Zakeri, Sudheer Sami, Stefan Minning, Michael DiFore, Jessica Mondia, Nathaniel Fair et al. Raw Materials strategy. BioPhorum, julho de 2022. http://dx.doi.org/10.46220/2022ds004.
Texto completo da fonteMelanie, Haupt, e Hellweg Stefanie. Synthesis of the NRP 70 joint project “Waste management to support the energy turnaround (wastEturn)”. Swiss National Science Foundation (SNSF), janeiro de 2020. http://dx.doi.org/10.46446/publication_nrp70_nrp71.2020.2.en.
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