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author:

Niu, Dongyu (Niu, Dongyu.) [1] | Chen, Huaxin (Chen, Huaxin.) [2] | Richard Kim, Y. (Richard Kim, Y..) [3] | Sheng, Yanping (Sheng, Yanping.) [4] | Geng, Jiuguang (Geng, Jiuguang.) [5] | Guan, Bowen (Guan, Bowen.) [6] | Xiong, Rui (Xiong, Rui.) [7] | Yang, Zhengxian (Yang, Zhengxian.) [8]

Indexed by:

EI

Abstract:

Asphalt concrete (AC) is of a three-phase system comprising of coarse aggregate, FAM (fine aggregate matrix) and interfacial zones (ITZ). The interfacial zone between FAM and coarse aggregate plays a critical role which determines the mechanical performance. This paper presents a numerical simulation of the mechanical behavior of ITZ, to quantitatively analyze damage of AC with or without composite additives. The results indicated that damage at the ITZ was initiated from the top area followed by a downward propagation. Both cohesive and adhesive damage of AC with composite additives were less serious than that without composite additives, and the damage severity was greatly affected by the thickness of FAM layer. The most serious damage was observed for the thick FAM layer under a rectangular loading pattern. As such, the adhesive damage area and cohesive damage area of AC with composite additives were found to be 1.7% and 33.8% respectively, less than that without composite additives. © 2018 Elsevier Ltd

Keyword:

Adhesives Aggregates Asphalt concrete Concrete additives Concrete aggregates Concretes Damage detection

Community:

  • [ 1 ] [Niu, Dongyu]Engineering Research Center for Transportation Materials of the Ministry of Education, Chang'an University, Xi'an; 710061, China
  • [ 2 ] [Niu, Dongyu]Tibet Tianlu Co., Ltd by Shares, Lhasa; 850000, China
  • [ 3 ] [Chen, Huaxin]Engineering Research Center for Transportation Materials of the Ministry of Education, Chang'an University, Xi'an; 710061, China
  • [ 4 ] [Richard Kim, Y.]Engineering Research Center for Transportation Materials of the Ministry of Education, Chang'an University, Xi'an; 710061, China
  • [ 5 ] [Richard Kim, Y.]Dept. of Civil and Environmental Engineering, North Carolina State University, Campus Box 7908, Raleigh; NC; 27695-7908, United States
  • [ 6 ] [Sheng, Yanping]Engineering Research Center for Transportation Materials of the Ministry of Education, Chang'an University, Xi'an; 710061, China
  • [ 7 ] [Geng, Jiuguang]Engineering Research Center for Transportation Materials of the Ministry of Education, Chang'an University, Xi'an; 710061, China
  • [ 8 ] [Guan, Bowen]Engineering Research Center for Transportation Materials of the Ministry of Education, Chang'an University, Xi'an; 710061, China
  • [ 9 ] [Xiong, Rui]Engineering Research Center for Transportation Materials of the Ministry of Education, Chang'an University, Xi'an; 710061, China
  • [ 10 ] [Yang, Zhengxian]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 11 ] [Yang, Zhengxian]Department of Civil and Environmental Engineering, Washington State University, P.O. Box 642910, Pullman; WA; 99164-2910, United States

Reprint 's Address:

  • [yang, zhengxian]college of civil engineering, fuzhou university, fuzhou; 350116, china;;[yang, zhengxian]department of civil and environmental engineering, washington state university, p.o. box 642910, pullman; wa; 99164-2910, united states

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Source :

Construction and Building Materials

ISSN: 0950-0618

Year: 2019

Volume: 198

Page: 587-596

4 . 4 1 9

JCR@2019

7 . 4 0 0

JCR@2023

ESI HC Threshold:236

JCR Journal Grade:1

CAS Journal Grade:2

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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