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Deformation Parameters and Fatigue of the Recycled Asphalt Mixtures

Engineering - Mechanical properties and Nondestructive Testing of Advanced Materials, Hindawi Publishing Corporation, Volume 2013. [5] SCHLOSSER, F. - ZGÚTOVÁ, K. - HÍREŠ, V. - NEMEC, B. - KRIŽOVENSKÁ, E. - ŠRÁMEK, J.: Deformation Parameters of the Asphalt Mixtures in Pavement Construction Layers. World Road Congress Roads for a better life Mobility, sustainability and development, Mexico City (2011). [6] KRIŽOVENSKÁ, E.: Deformačné vlastnosti materiálov stmelených asfaltom. (Deformation properties of reinforced materials). Doktorandská

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Preliminary Studies to Use Textile Fibers Obtained from Recycled Tires to Reinforce Asphalt Mixtures

-Reinforced Asphalt Concrete”. Textile Research Journal, 2005 . 75(2): p. 123-128. [10] LO PRESTI, D. “ Recycled Tyre Rubber Modified Asphalts for road asphalt mixtures: A literature review” . Construction and Building Materials, 2013 , 49, pp.863–881. [11] LO PRESTI D., AIREY G. “ Tyre rubber modified bitumens development - the influence of processing conditions”. Road Materials and Pavement Design, Taylor&Francis, ISSN 1468-0629, p20 - September 2013 . [12] LO PRESTI D.,, C.FECAROTTI, G. AIREY, A. CLARE. “ Toward more realistic viscosity measurements of

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Constructing better roads with asphalt rubber

Management Board (CIWMB). Sacramento, California, USA, 2002. [18] KANDHAL, P.S., “Waste materials in hot mix asphalt - an overview”, National Center for Asphalt Technology, NCAT Report no. 92-6, Auburn, Alabama, USA, 1992. [19] MONISMITH, C.L., EPPS, J.A., KASIANCHUK, D.A., MCLEAN,, D.B., “Asphalt mixture behaviour in repeated flexure”, Report TE 70-5, University of California, Berkeley, 1971. [20] PAIS, J.; PEREIRA, P.A.A.; PICADO-SANTOS, L.G., “Variability of laboratory fatigue life of asphalt mixes using four point bending

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Use of Adhesion Promoters in Asphalt Mixtures

, 2014, pp. 179 -185, ISBN 978-1-315-75712-4. Wu, S. P, Zhong, J. J, Zhu, J. Q., Wang, D. M. (2015) Influence of demolition waste used as recycled aggregate on performance of asphalt mixture. In: Road Materials and Pavement Design. 2015, vol. 14, pp. 679-688, ISSN 1468-0629. Hamzah, M. O., Kakar, M. R., Quadri, S. A., Valentin, J. (2014) Quantification of moisture sensitivity of warm mix asphalt using image analysis technique. In: Journal of Cleaner Production, 2014, vol. 68, pp. 200-208, ISSN 0959-6526. Volker, H

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Asphalt Mixtures with Limestone Aggregate for Base Layer

References [1]. “The use study of limestone aggregates made available by the beneficiary to the realization of asphalt mixtures for base layer”, TUCEB Research Contract - Research Center ROADS and AIRPORTS, no. 215/06.07.2011.

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Effect of Aggregate Gradation on the Stiffness of Asphalt Mixtures

REFERENCES BROWN, S. 1978. Material characteristics for analytical pavement design. Developments in highway pavement engineering , 1, 41-92. FULLER, W. & THOMPSON, S. 1907. The laws of proportioning concrete. Trans Am Soc Civil Eng 59:67 . KIM, S., ROQUE, R., GUARIN, A. & BIRGISSON, B. 2006. Identification and Assessment of the Dominant Aggregate Size Range (DASR) of Asphalt Mixture (With Discussion). Journal of the Association of Asphalt Paving Technologists , 75. MIRANDA, B. L. 2012. Gradation-Based Framework for Asphalt Mixtures

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Ecological Solutions Applied to Hot Mix Asphalt

; [3]. TAHIR SOFILIŠ, ALENKA RASTOVČAN-MIOČ, MARIO ŠOSIŠ, VESNA MERLE, BORO MIOČ, UNA SOFILIŠ, “Eaf Steel Slag Application Posibilities In Croatian Asphalt Mixture Production”; [4]. PRAVEEN MATHEW, LENI STEPHEN, JALEEN GEORGE, “Steel Slag ingredient for concrete pavement”, International Journal of Innovative Research in Science, Engineering and Technology, Vol. 2, Issue 3, March 2013, ISSN: 2319-8753; [5]. ZIAUDDIN A. KHAN1, REZQALLAH H. MALKAWI, KHALAF A. AL-OFI, AND NAFISULLAH KHAN, “Review of steel slag utilization in Saudi Arabia

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Stiffness and Fatigue of Asphalt Mixtures for Pavement Construction

Concrete Overlay Optimization Based on Pavement Performance Models. In: Advances in Materials Science and Engineering, Hindawi Publishing Corp., Vol. 2017, DOI: 10.1155/2017/6063508, Accession No: WOS:000411608000001. Schlosser, F., Šrámeková, E., Šrámek, J. (2016) Rheology, Deformational Properties and Fatigue of the Asphalt Mixtures . In: Advanced Materials Research, Volume 2016, DOI: 10.4028/ www.scientific.net/AMR.875-877.578 , Accession No: WOS:000339412000108. Šrámek, J. (2015) Deformation parameters and fatigue of recycled asphalt mixtures . In

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Assessment of Skid Resistance of Asphalt Mixtures in Laboratory Conditions

Abstract

The aggregate applied for the wearing course has a significant influence on skid resistance of road surfaces. However, it is difficult to evaluate the behaviour of road surface in use on the basis of the Polished Stone Value (PSV) determined for the aggregate according to the so called ‘British method’. The British method, which is currently used in many countries, does not allow to determine the influence of neither the grain size of the aggregate nor the type of the wearing course on skid resistance of road surface. The present paper suggests a method for evaluation of the British Pendulum Number (BPN) for road surfaces in laboratory conditions. The authors assumed the BPN for polished slabs, made from asphalt mixtures, as the criterion. The index was measured with the British Pendulum Tester. The simulation of the process was conducted on research stand (called slab polisher) built at Bialystok University of Technology (BUT). The results of laboratory tests indicate that surfaces from asphalt concrete (AC) have slightly higher values of BPN in comparison with the values determined for surfaces made from stone mastic asphalt (SMA).

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Research Concerning The Distribution of Temperature in Asphalt Mixtures with The Help of Thermo-Physical Characteristics for Laboratory Tests

Abstract

The characterization of the material through laboratory tests performed on asphalt mixtures offers significant performance predictions for asphalt pavements only when the material temperature is correctly taken into consideration. This paper presents an analytical pattern which, based on the thermo-physical characteristics, can predict correctly the distribution of temperatures in the mass of asphalt mixtures.

The paper also presents the organizational structure of laboratory testing, designed to validate the model for temperature determination. The temperature measurements are realized on a range of cylindrical samples at different moments in time, after submitting the sample from a low balance condition to a high balance condition by placing it in the environment precinct, according to the future test.

In conclusion, the paper aims at realizing and developing a model as a practical instrument able to offer a reliable assessment concerning the time required in order to reach the testing temperature specified for the samples of asphalt mixtures for different laboratory trials.

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