TY - JOUR
T1 - The effectiviness of Warm Mix Asphalt (WMA) additives affected by the type of aggregate and binder
AU - Xie, Zhaoxing
AU - Fan, Wenzhong
AU - Wang, Lili
AU - Shen, Junan
PY - 2013
Y1 - 2013
N2 - The objective of this research was to select the most effective Warm Mix Asphalt (WMA) additives for WMA practice based on a series of laboratory testing programs such as density, Marshall stability, freeze-thaw splitting strength, dynamic stability, and bending beam strain. The experimental design of WMA mixtures included the use of three commonly-used WMA additives (Sasobit, Rediset and Evotherm), two types of aggregate (Basalt and limestone), and two types of asphalt(unmodified and SBS modified). Results showed that: (1) Most of WMA with Sasobit had the higher mechanical strength, whereas all WMA with Evotherm had the lowest. (2)When basalt Aggregate was used, Sasobit additive was the more effective on IDT and TSR. For all WMA, Evotherm additive was the less effective on IDT. (3) Sasobit additive had better effectiveness on resistance to rutting among all WMA. (4) When basalt aggregate was used, Rediset additive was more effective on bending failure strain. When limestone aggregate was used, Sasobit and Evotherm additive was more effective.
AB - The objective of this research was to select the most effective Warm Mix Asphalt (WMA) additives for WMA practice based on a series of laboratory testing programs such as density, Marshall stability, freeze-thaw splitting strength, dynamic stability, and bending beam strain. The experimental design of WMA mixtures included the use of three commonly-used WMA additives (Sasobit, Rediset and Evotherm), two types of aggregate (Basalt and limestone), and two types of asphalt(unmodified and SBS modified). Results showed that: (1) Most of WMA with Sasobit had the higher mechanical strength, whereas all WMA with Evotherm had the lowest. (2)When basalt Aggregate was used, Sasobit additive was the more effective on IDT and TSR. For all WMA, Evotherm additive was the less effective on IDT. (3) Sasobit additive had better effectiveness on resistance to rutting among all WMA. (4) When basalt aggregate was used, Rediset additive was more effective on bending failure strain. When limestone aggregate was used, Sasobit and Evotherm additive was more effective.
KW - Aggregate
KW - Properties
KW - Warm Mix Asphalt
KW - WMA additives
UR - http://www.scopus.com/inward/record.url?scp=84883799009&partnerID=8YFLogxK
U2 - 10.6135/ijprt.org.tw/2013.6(5).554
DO - 10.6135/ijprt.org.tw/2013.6(5).554
M3 - Article
AN - SCOPUS:84883799009
SN - 1996-6814
VL - 6
SP - 554
EP - 561
JO - International Journal of Pavement Research and Technology
JF - International Journal of Pavement Research and Technology
IS - 5
ER -