Superpave shear tester as a simple standardized measure to evaluate aggregate-asphalt mixture performance

被引:1
|
作者
Shenoy, A [1 ]
Romero, P [1 ]
机构
[1] Univ Utah, Dept Civil & Environm Engn, Salt Lake City, UT 84112 USA
关键词
superpave shear tester; frequency sweep; repeated shear; performance-related specifications; aggregate-asphalt combinations; mixture evaluation;
D O I
暂无
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The present work provides a standardized method by which various mixtures can be compared and their expected performance can be assessed in a uniform manner using the Superpave shear tester. Based on the present findings, it is evident that complete mixture evaluation can be done through the frequency sweep at constant height (FSCH) data from the Superpave shear tester (SST), without the need to generate the repeated shear at constant height (RSCH) data. This would reduce the experimental time without compromising the information obtained. FSCH and RSCH data at different temperatures are generated on the SST for a number of aggregate-asphalt mixture combinations. The shear moduli versus frequency data from the FSCH at different temperatures are unified to form a single curve for each mixture so that a specification parameter T-S(degreesC) can be determined. Each unified curve is fitted with a constitutive equation from which model parameters are evaluated. The slope B-1 in the low frequency region of the unified curve, when normalized with the term (T/T-S), results in a parameter that relates to the permanent strain after 5000 cycles in RSCH at any temperature T. There is a good possibility that the slope B-2 in the high frequency region of the unified curve may relate to distresses in the intermediate temperature range, such as fatigue. If this is proven true through future research, then the Superpave shear tester could earn the distinction of being a "simple performance tester.".
引用
收藏
页码:472 / 484
页数:13
相关论文
共 50 条
  • [1] Variability of asphalt mixture tests using Superpave shear tester repeated shear at constant height test
    Romero, P
    Anderson, RM
    ASPHALT MIXTURES 2001: MATERIALS AND CONSTRUCTION, 2001, (1767): : 95 - 101
  • [2] Analysis of interface interaction of aggregate-asphalt system and its effect on shear-slip behavior of asphalt mixture
    Su, Jinfei
    Li, Peilong
    Wei, Xiaofeng
    Sun, Shengfei
    Zhu, Lei
    Dong, Chao
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 264
  • [3] Performance of Asphalt concrete using Superpave aggregate gradations
    Siswosoebrotho, BI
    Lukman, F
    PROCEEDINGS OF THE EASTERN ASIA SOCIETY FOR TRANSPORTATION STUDIES, VOL 3, NO 1, 2001, : 445 - 460
  • [4] Using Superpave performance tests to evaluate asphalt mixtures
    Anderson, R. Michael
    Bukowski, John R.
    Turner, Pamela A.
    Transportation Research Record, 1999, (1681): : 106 - 112
  • [5] Experimental investigation of related performance of superpave asphalt mixture
    School of Materials Science and Engineering, Wuhan University of Technology, Wuhan 430070, China
    Wuhan Ligong Daxue Xuebao, 2007, 9 (19-21+30):
  • [6] Evaluation of ability of Superpave shear tester to differentiate between mixtures with different aggregate sizes
    Romero, P
    Mogawer, WS
    ASPHALT MIXTURES: STIFFNESS CHARACTERIZATION, VARIABLES, AND PERFORMANCE, 1998, (1630): : 69 - 76
  • [7] Superpave performance graded asphalt binder selection for asphalt mixture design in Ghana
    Tutu, Kenneth Adomako
    Ntramah, Simon
    Tuffour, Yaw Adubofour
    SCIENTIFIC AFRICAN, 2022, 17
  • [8] Laboratory Performance Evaluation of Hot Mix Asphalt Mixture Using Belessa Kaolin as a Filler with Superpave Aggregate Gradation
    Tamiru, Amanuel
    Geremew, Anteneh
    Jemal, Abubekir
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022
  • [9] The road-test of high performance asphalt mixture with Superpave
    Ma, Lijie
    Zhang, Jinyu
    Li, Zhe
    SUSTAINABLE CITIES DEVELOPMENT AND ENVIRONMENT PROTECTION, PTS 1-3, 2013, 361-363 : 1576 - +
  • [10] Evaluation of Asphalt Mixture Performance Tester Utah Experience
    Roberts, Levi
    Romero, Pedro
    VanFrank, Kevin
    Ferrin, Ryan
    TRANSPORTATION RESEARCH RECORD, 2012, (2296) : 69 - 76