标题:Analysis of Rutting Change Rule on Asphalt Pavement Overlay
作者:Yao, Zhanyong; Zhou, Lijian; Shang, Qingsen; Guo, Jianmin; Wang, Na
通讯作者:Yao, Z
作者机构:[Yao, Zhanyong; Zhou, Lijian; Shang, Qingsen] Shandong Univ, Sch Civil Engn, Jinan 250061, Shandong, Peoples R China.; [Guo, Jianmin; Wang, Na] Shan 更多
会议名称:4th International Conference on Technology of Architecture and Structure (ICTAS 2011)
会议日期:SEP 22-24, 2011
来源:ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6
出版年:2012
卷:368-373
页码:3131-3136
DOI:10.4028/www.scientific.net/AMR.368-373.3131
关键词:Asphalt Pavement; Rutting; Overlay; Finite Element; Prediction Model
摘要:According to the traffic load, road surface temperature, pavement structure parameters and the creep parameters of asphalt mixture of Jiqing highway, the freeway asphalt overlay rutting depth prediction model is constructed with ABAQUS finite element analysis software to simulate numerically on overlay rutting depth, and the relationship among the axial load times, overlay thickness and the rutting depth is studied at the same time. The results of the study show that, the theoretical calculation agrees well with measured results of rutting depth, the relationship among the overlay thickness, the axle load times and the rutting depth coincides with logarithmic function model, and in the same asphalt overlay height, anti-rutting ability on AC-20 is better than that of AC-25,AC-20 and AC-25 combinations.
收录类别:CPCI-S;EI;SCOPUS
WOS核心被引频次:1
Scopus被引频次:2
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-81855226600&doi=10.4028%2fwww.scientific.net%2fAMR.368-373.3131&partnerID=40&md5=59cc588727853406a803acadaa7f6aeb
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