Experimental Investigation on Performance of Asphalt Mixtures with Waste Materials

被引:9
作者
Al-Hadidy, A. I. [1 ]
机构
[1] Univ Mosul, Dept Civil Engn, Mosul, Iraq
关键词
Tensile tension; Semi-circular bending; Kim test; Sulfur waste; Waste polyethylene; Waste polypropylene; Sustainable materials; RUTTING RESISTANCE; CONCRETE; POLYETHYLENE; FIBERS; BINDER;
D O I
10.1007/s42947-023-00288-w
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The sulfur and petrochemical industries, in Iraq country, generate millions of tons of sulfur waste (SW) and waste polymers especially waste polyethylene (WPE) and waste polypropylene (WPP) which goes into landfills every year. To prevent solid waste pollution and preserve land resources, SW, WPE, and WPP will be recycled and used effectively when combined with aggregate. The study involved the construction of sulfur waste asphalt concrete (SWAC) combinations using virgin, WPE, and WPP-asphalt binders. The weight of WPE and WPP polymers was fixed at 5%, whereas the SW concentration in the asphalt concrete (AC) mixture was set at 5% (by weight of aggregate) (by weight of asphalt). The Marshall Stability, Marshall Quotient, indirect tension, tensile strength ratio, semi-circular bend, and Kim tests for deformation strength were carried out to assess the performance and durability. According to the findings of these tests, WPE and WPP-SWAC combinations at the recommended binder content exceed the minimum ASTM criteria of 8kN stability, 2-4 mm flow, 3-5% air voids, and 14% VMA. Performance and durability of SWAC mixtures are improved by WPE and WPP. Compared to the WPP-SWAC mix, the WPE-SWAC mixture demonstrated superior functionality and endurance (i.e., lower deformation phenomenon, crack propagation, and moisture damage). This study found that where they are available and transportation costs are less than for virgin materials, SW, WPE, and WPP can be recovered and used as sustainable materials for paving applications.
引用
收藏
页码:1079 / 1091
页数:13
相关论文
共 40 条
[1]   Sustainable Recycling of Sulfur Waste Through Utilization in Asphalt Paving Applications [J].
Al-Hadidy, A. I. .
INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2023, 16 (02) :474-486
[2]   Performance of SBS-HMA Mixes Made with Sasobit and Zeolite [J].
Al-Hadidy, A. I. .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (10)
[3]   Mechanistic approach for polypropylene-modified flexible pavements [J].
Al-Hadidy, A. I. ;
Yi-Qiu, Tan .
MATERIALS & DESIGN, 2009, 30 (04) :1133-1140
[4]  
American society for Testing and Materials (ASTM), 2001, D351576A ASTM, V04-03
[5]  
[Anonymous], 2016, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in or [50-mm] Cube Specimens), DOI DOI 10.1520/D1883-16
[6]   Laboratory investigation of indirect tensile strength using roofing polyester waste fibers in hot mix asphalt [J].
Anurag, Kalia ;
Xiao, Feipeng ;
Amirkhanian, Serji N. .
CONSTRUCTION AND BUILDING MATERIALS, 2009, 23 (05) :2035-2040
[7]   The effect of waste tire thread mesh on the dynamic behaviour of asphalt mixtures [J].
Arabani, M. ;
Mirabdolazimi, S. M. ;
Sasani, A. R. .
CONSTRUCTION AND BUILDING MATERIALS, 2010, 24 (06) :1060-1068
[8]  
ASTM, 2005, STAND PRACT DET SEP
[9]  
ASTM (American Society for Testing and Materials), 2015, STANDARD TEST METHOD, VD6927
[10]  
ASTM (American Society for Testing and Materials), 2012, STANDARD TEST METHOD, VD6931