Experimental Study of the Performance Related Properties of Asphalt Concrete Modified with Hydrated Lime

被引:15
作者
Al-Tameemi, Ahmed F. [1 ,2 ]
Wang, Yu [2 ]
Albayati, Amjad [3 ]
机构
[1] Al Nahrain Univ, Baghdad 00964, Iraq
[2] Univ Salford, Sch Comp Sci & Engn, Engn Res Ctr, Salford M5 4WT, Lancs, England
[3] Univ Baghdad, Dept Civil Engn, Baghdad 00964, Iraq
关键词
Asphalt concrete; Additives; Mineral filler; Hydrated lime; Permanent deformation; Mechanical property; HOT-MIX ASPHALT; MECHANISTIC EVALUATION; RESISTANCE; FILLER;
D O I
10.1061/(ASCE)MT.1943-5533.0001474
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of additives is one of the effective techniques adopted to improve pavement properties. Recently, hydrated lime has been categorized as a major additive in asphalt pavement because of its wide availability and relatively cheap cost. The main purpose of this study is to quantify the effect of hydrated lime on asphaltic concrete performance under varied temperatures of weather and in the application of different pavement courses, i.e.wearing (or surface), leveling (or binder), and base. Five different percentages of the hydrated lime additive, which were used as partial replacement of the conventional limestone filler, were investigated. Tests were conducted to evaluate the resistance to the Marshall stability, and the volumetric properties, the resilient modulus, and permanent deformation at three different temperatures. The experimental results have shown an expected improvement on the mechanical properties for all the designed asphalt concrete mixtures when using hydrated lime additive. The optimum hydrated lime contents for different course applications have been suggested.
引用
收藏
页数:11
相关论文
共 23 条
[1]  
ALSUHAIBANI A, 1992, AM SOC TEST MATER, V1147, P107, DOI 10.1520/STP24214S
[2]  
[Anonymous], 2003, SCRBR9 MIN HOUS CONS
[3]  
[Anonymous], 2006, BENEFITS HYDRATED LI
[4]  
[Anonymous], 2013, ENG TECHNOLOGY J
[5]  
[Anonymous], 2013, INT J CIV ENG TECHNO
[6]  
Asphalt Institute, 1984, MIX DES METH ASPH CO
[7]  
ASTM, 2004, CONCR AGGR ANN BOOK
[8]  
ASTM, 2004, D1559 ASTM
[9]  
Baig M. G., 1995, THESIS KING FAHD U P
[10]  
EuLA, 2011, HYDR LIM PROV ADD DU