Relevant bibliographies by topics / Evotherm

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  1. Journal articles
  2. Dissertations / Theses
  3. Conference papers

Academic literature on the topic 'Evotherm'

Author: Grafiati
Published: 3 June 2025
Last updated: 1 August 2025

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Journal articles on the topic "Evotherm"

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Li, Kui, and De Dong Guo. "Study on Water Stability of Evotherm® Warm Asphalt Mixture." Advanced Materials Research 753-755 (August 2013): 819–22. http://dx.doi.org/10.4028/www.scientific.net/amr.753-755.819.

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AC-13C asphalt mixtures were mixing with 3% Evotherm® content and the optimal compaction temperature was determined according to test results of specimens formed at 4 different compaction temperatures by Marshall method. The general water stability tests and Hamburg wheel-tracking device (HWTD) were used to test the water stability of 4 kinds of asphalt mixtures, which were ordinary asphalt mixture, Evotherm® asphalt mixture without adding any anti-stripping agent, Evotherm® asphalt mixture adding liquid anti-stripping agent and Evotherm® asphalt mixture adding hydrated lime. Test results show
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Shi, Peng Cheng, Zhao Xing Xie, Wen Zhong Fan, Li Li Wang, and Ju Nan Shen. "Selecting Warm Mix Asphalt (WMA) Additives by the Properties of WMA Binders." Advanced Materials Research 753-755 (August 2013): 585–90. http://dx.doi.org/10.4028/www.scientific.net/amr.753-755.585.

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The objective of this research was to investigate the influence of WMA additives on the properties of WMA binders through a series of laboratory testing such as viscosity, penetration, ductility, and softening points on the binders. The experimental design included the use of three WMA additives of Sasobit, Rediset, and Evotherm at a recommended content of 2, 2 and 0.6% respectively, two base binder sources, and one modified binder sources. The properties of WMA binders were compared to those of original asphalts without the additives as controls. Results from this study showed that: (1) Three
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Li, Ruixia, Na Shao, Jinchao Yue, and Baojun Liang. "Research on the Influence of Different Warm-Mix Modifiers on Pavement Performance of Bitumen and Its Mixture." Applied Sciences 13, no. 2 (2023): 955. http://dx.doi.org/10.3390/app13020955.

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Recently, bitumen pavements have been widely used for road paving. Various scholars have used modified bitumen in road paving to improve pavement performance, thus increasing the service life. In this study, Sasobit, XT-W3, and Evotherm were selected as warm-mix modified bitumen and various investigations including conventional performance, Brookfield rotational viscosity, dynamic shear rheology, Marshall stability, high-temperature rutting, water stability, low-temperature beam bending, fatigue, and compaction performance tests of modified bitumen mixtures were conducted to evaluate the pavem
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Du, Shao Wen, and Shan Shan Li. "The Effect of Different Warm Additives on Performance Properties of HMA." Applied Mechanics and Materials 178-181 (May 2012): 1369–72. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.1369.

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The effect of three types of warm additives, including Sasobit, Aspha-min and Evotherm DAT, on the compaction temperature, rutting resistance, low temperature resistance and moisture resistance of hot asphalt mixture (HMA) were evaluated by laboratory test. The test results show that Sasobit, Aspha-min and Evotherm DAT can reduce the compaction temperature of HMA by 27°C, 20°C and 30°C respectively. These warm additives all can improve obviously the rutting resistance of HMA. However, Evotherm DAT can increase low temperature cracking resistance ability of HMA. Aspha-min has obviously negative
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Du, Shao Wen, and Shan Shan Li. "Laboratory Evaluation of Warm Stone Matrix Asphalt Mixture." Advanced Materials Research 243-249 (May 2011): 4178–81. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4178.

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Two kinds of warm additives, Sasobit and Evotherm DAT, were used to develop warm stone mastic asphalt (SMA) mixture. The test results showed that compaction temperature of SMA can be decreased by 30-40°C when using Sasobit or Evotherm DAT. Then, to compare the mechanical performance properties of SMA and warm SMAs, mechanical properties of pavement mixture, including Marshall stability, retained Marshall stability, tensile strength ratio, Cantabro loss, rutting dynamic stability and low temperature flexural strength, were tested in laboratory. The results indicated that Sasobit can decrease ob
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Lei, Jun’an, Nanxiang Zheng, and Zhiyuan Jia. "Evaluation of cooling effect and road performance of warm mixed high viscosity porous asphalt mixture." PLOS ONE 19, no. 7 (2024): e0307554. http://dx.doi.org/10.1371/journal.pone.0307554.

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In order to study the effect of different warm mixing agents on the cooling and road performance of porous mixture bonded with High Viscosity Asphalt (HVA), the Superpave Gyratory Compactor (SGC) was proposed to conduct variable temperature compaction test on the warm mixed porous asphalt mixture. The relationship between the compaction difficulty coefficient and the temperature of the mixture was obtained by regression, and the mixing and compacting temperature and cooling effect of the warm mixed porous asphalt mixture were determined. Then, the influence of Evotherm M1 and EC120 warm mix ag
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Baha, Vural KÖK *1 Mehmet YILMAZ1 &. Mustafa AKPOLAT2. "EFFECTS OF EVOTHERM ON CONVENTIONAL AND RHEOLOGICAL PROPERTIES OF CRUMB RUBBER MODIFIED BINDER." International Journal OF Engineering Sciences & Management Research 5, no. 7 (2018): 1–9. https://doi.org/10.5281/zenodo.1310909.

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The combined usage of additive in the same binder is a new research area among the highway engineers. In this study the rheological and conventional properties of binders produced with crumb rubber (CR) and Evotherm which is a warm-mix additive were evaluated and compared with the neat bitumen. The binders were prepared in 8 different combinations. CR and Evotherm contents were kept constant at 10% and 0.7% by weight of neat bitumen, respectively. Penetration, softening point, rotational viscometer (RV), dynamic shear rheometer (DSR) and bending beam rheometer (BBR) test were conducted to base
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Ali Jattak, Zulfiqar, Norhidayah Abdul Hassan, Mohd Khairul Idham Mohd Satar, Ramadhansyah Putra Jaya, and ‪Mohd Rosli Hainin. "LABORATORY INVESTIGATION OF COAL BOTTOM ASH MODIFIED WARM MIX ASPHALT." Jurnal Teknologi 83, no. 4 (2021): 63–74. http://dx.doi.org/10.11113/jurnalteknologi.v83.16432.

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Bottom Ash (BA), a coal combustion by-product, found to be a potential material when used to produce asphalt mixture. However, some of its characteristics make it a questionable material for the surface course. Therefore, this study aims to evaluate the compatibility of BA in Warm Mix Asphalt (WMA) technology through the basic mechanical properties of the asphalt mixtures for binder course layer (AC 28). Two WMA chemical additives, Cecabase RT and Evotherm 3G, were used at the concentrations of 0.3, 0.4 and 0.5% from the binder's weight. The binder properties were assessed through penetration,
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Onoja, Andrew Abah, and Hashim Mohammed Alhassan. "The Effect of Evotherm on Hot Mix Asphalt." Engineering 11, no. 09 (2019): 557–75. http://dx.doi.org/10.4236/eng.2019.119039.

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Rezapour, Mahdi, and Shaun S. Wulff. "Rut Performance of In Situ Warm Mix Asphalt Overlays with Evotherm 3G in North Dakota." Journal of Engineering 2019 (April 17, 2019): 1–7. http://dx.doi.org/10.1155/2019/5719716.

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As warm mix asphalt (WMA) pavements afford compaction at temperatures several dozen degrees lower than hot mix asphalt (HMA), the rate of cooling drops dramatically allowing paving to continue into colder weather. For this study, field samples from the Valley City project were collected after being in service (aged) for three years. The historical weather data during study period, 2011-2014, indicates that the temperature in Valley City dropped up to −34°C in winter. Prior studies have noted the importance of studying the performance of asphalt in different environmental conditions, and with d
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Dissertations / Theses on the topic "Evotherm"

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Mello, Daniella. "Avaliação da adição de Evotherm no comportamento de misturas asfálticas em laboratório e no desempenho em campo." reponame:Repositório Institucional da UFSC, 2012. http://repositorio.ufsc.br/xmlui/handle/123456789/101000.

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Dissertação (mestrado) - Universidade Federal de Santa Catarina, Centro Tecnológico, Programa de Pós-Graduação em Engenharia Civil, Florianópolis, 2012<br>Made available in DSpace on 2013-06-26T00:39:37Z (GMT). No. of bitstreams: 1 312816.pdf: 13592032 bytes, checksum: 9b0a14f2ea831a11e2db3f1c4b56185a (MD5)<br>Este estudo apresenta os resultados da aplicação em campo e estudo laboratorial de uma mistura asfáltica morna, introduzindo esta tecnologia na Concessionária Autopista Planalto Sul S.A. A técnica apresentada, além de permitir a redução no consumo de energia, reduz a emissão de poluentes
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Zítka, Patrik. "Problematika použití R - materiálu do asfaltových směsí." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227264.

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This thesis deals with the R-material use in asphalt mixtures. In the theoretical part, different kinds of flexible pavement recycling and ways of adding R-material into asphalt mixtures are discussed. The practical part deals with asphalt layers design and manufacture, specifically for binder course ACL 16+. R-material content in the blends is 0%, 20%, 25% and 30%. EVOTHERM MA3 rejuvenator is used as additive for softening of R-material. Various mixtures are compared based on tests - resistance to permanent deformation, resistance to the effects of water and low temperature properties.
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Conference papers on the topic "Evotherm"

1

Tao, Zhuohui, Fujian Ni, Jinhai Yan, and Wenyuan Huang. "Evotherm Warm Mix Asphalt Technology Applied on Ultra-Thin Pavement in China." In GeoHunan International Conference 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41045(352)26.

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Sun, Renjuan, Tongbo Sun, Ziqiang Feng, and Zhidong Zhou. "Research on Multigrade Asphalt Cement (MAC) Application Based on Evotherm Warm-Mixed Asphalt (EWMA) Technology." In Geo-Hubei 2014 International Conference on Sustainable Civil Infrastructure. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784478554.006.

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Journal articles
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