TITLE

Research on Ice-Broken Effect of Granulated Rubber Asphalt Mixture High-elastic Deck Pavement on Bridge

AUTHOR(S)
Yongshou Yang
PUB. DATE
July 2014
SOURCE
Applied Mechanics & Materials;2014, Issue 587-589, p971
SOURCE TYPE
Academic Journal
DOC. TYPE
Article
ABSTRACT
They are researched about the influence of ice-broken performance of granulated crumb rubber amount of admixture, thickness of pavement layer, thickness of ice layer and temperature to granulated crumb rubber asphalt mixture by the method of laboratory simulation test. From the research it is indicated that the closer the granulated crumb rubber approach to upper surface of mixture, the larger the amount of admixture is, the more thickness the surface of granulated crumb rubber asphalt mixture is, the better effect of wiping ice off will be. With the reduction of temperature and increase of ice layer thickness, the effect of wiping ice off through granulated crumb rubber asphalt mixture will weaken gradually.
ACCESSION #
99677236

 

Related Articles

  • Asphalt Binder Modification Technologies and Its Influence on Mixture Durability with Regard to Fatigue Resistance. Zak, Josef; Suda, Jan; Mondschein, Petr; Vacin, Otakar; Stoklasek, Svatopluk // Annual International Conference on Architecture & Civil Engineer;2015, p203 

    The paper discusses asphalt mixture design, its laboratory evaluation and highway pavement design methodologies used in Europe and the United States of America, California, with regard to fatigue resistance potential. A critique of several common practices, followed by recommendations based on...

  • EFFECT OF THE BAILEY RATIOS IN SUPERPAVE GRADATION DESIGN FOR TOKYO INTERNATIONAL AIRPORT PAVEMENT. Teck Shang Goh; Osamu Takahashi; Ryota Maekawa // Baltic Journal of Road & Bridge Engineering (Baltic Journal of R;2013, Vol. 8 Issue 2, p98 

    This paper discusses the use of the Bailey method in Superpave mixture design for Tokyo International Airport (HND) pavements. The objective of this study is to determine whether the fine graded gradations with 70% of loose unit weight of coarse aggregate will produce the mixtures that meet the...

  • Stochastic decision modeling for sustainable pavement designs. Kucukvar, Murat; Noori, Mehdi; Egilmez, Gokhan; Tatari, Omer // International Journal of Life Cycle Assessment;Jun2014, Vol. 19 Issue 6, p1185 

    Purpose: In the USA, several studies have been conducted to analyze the energy consumption and atmospheric emissions of Warm-mix Asphalt (WMA) pavements. However, the direct and indirect environmental, economic, and social impacts, termed as Triple-Bottom-Line (TBL), were not addressed...

  • Laboratory evaluation on the high temperature rheological properties of rubber asphalt: a preliminary study.  // Canadian Journal of Civil Engineering;Oct2012, Vol. 39 Issue 10, p1125 

    Crumb rubber is the recycled rubber particle obtained from mechanical shearing or grinding scrap tires into small particle sizes less than 6.3 mm (or approximately 1/4'). The rheological properties of asphalt binder have an important effect on the field performance of asphalt mixtures and the...

  • Quality asphalt paving: Easy as A + B. Flynn, Larry // Roads & Bridges;May98, Vol. 36 Issue 5, p28 

    Provides information on the asphalt paving project of a state highway in Oklahoma. Type of bidding used in the project; Total number of contractors that bid for the project.

  • A Study to Evaluate Low Temperature Performance of Reclaimed Asphalt Pavement in Hot Mix Asphalt at Different Degrees of Blending. Reger, Darren; Norton, Alan; Mehta, Yusuf A.; Nolan, Aaron; DuBois, Eric; Kehr, Dan // Proceedings of the International Conference on Waste Technology ;2012, p400 

    Currently New Jersey state specifications limit the percentage of RAP to 15 percent for surface courses and 25 percent for the intermediate and base courses; however, other states have implemented much higher percentages. The limitations are placed because the interaction between the virgin and...

  • Effect of temperature on volumetric parameters of rubber modified asphalt mixture. Bi Xubing // Applied Mechanics & Materials;2014, Issue 587-589, p1141 

    In this study, contrasted rubber modified asphalt and SBS modified asphalt, the mixture of AC-13C, SMA-13 and AR-AC13 are used for compaction test in the range of 120—200 °C as to covering the actual road construction compaction temperature. It can simulated the road compaction...

  • Crumb Rubber Modifier in Road Asphalt Pavements: State of the Art and Statistics. Bressi, Sara; Fiorentini, Nicholas; Huang, Jiandong; Losa, Massimo // Coatings (2079-6412);Jun2019, Vol. 9 Issue 6, p384 

    Tire rubber recycling for civil engineering applications and products is developing faster, achieving increasingly higher levels of maturation. The improvements in the material circle, where crumb rubber, generated as a by-product of the tire rubber making process, becomes the resource used for...

  • Experimental Study on the Phase Transition Characteristics of Asphalt Mixture for Stress Absorbing Membrane Interlayer. Yang, Guang; Wang, Xudong; Zhou, Xingye; Wang, Yanzhu // Materials (1996-1944);2020, Vol. 13 Issue 2, p474 

    Asphalt mixtures used in stress absorbing membrane interlayers (SAMIs) play a significant role in improving the performance of asphalt pavement. To investigate the rheological properties and phase transition characteristics of asphalt mixtures used in SAMI with temperature changes, twenty-seven...

Share

Read the Article

Courtesy of THE LIBRARY OF VIRGINIA

Sorry, but this item is not currently available from your library.

Try another library?
Sign out of this library

Other Topics