Rut-Resisting Capacity of the Whole Surface Course in Continuous Upgrade under Heavy Loading

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成果类型：

期刊论文、会议论文

作者：

Hongxin Guan;Qisen Zhang;Yang Xu;Libo Zhou

通讯作者：

Hongxin, G.(guanhxin@sina.com)

作者机构：

[Libo Zhou] Student, School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Wangjiali Road 960#, Changsha City, P.R.C,. E-mail:

[Qisen Zhang] Professor, Changsha University of Science & Technology, Wangjiali Road 960#, Changsha City, P.R.C. E-mail:

[Yang Xu] Senior Engineer, Hunan Traffic Design Institute, Wujialing Road, Changsha, P.R.C. E-mail:

[Hongxin Guan] Associate Professor, School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Wangjiali Road 960#, Changsha City, P.R.C. E-mail:

通讯机构：

School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Wangjiali Road 960, China

语种：

英文

关键词：

Asphalt surface course;Continuous upgrade;Rut-resisting capacity

期刊：

Proceedings of the 9th International Conference of Chinese Transportation Professionals, ICCTP 2009: Critical Issues in Transportation System Planning, Development, and Management

年：

2012

卷：

358

页码：

2577-2582

会议论文集名称：

ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management<&wdkj&>ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management<&wdkj&>ICCTP 2009: Critical Issues In Transportation Systems Planning, Development, and Management

会议时间：

8/5/09 12:00 AM

主编：

Yinhai Wang, Ph.D.<&wdkj&>Ping Yi, Ph.D.<&wdkj&>Shi An, Ph.D.<&wdkj&>Hua Wang, Ph.D.

ISBN：

9780784410646

DOI：

10.1061/41064(358)361

机构署名：

本校为第一且通讯机构

院系归属：

交通运输工程学院

摘要：

The causes for rut distress in 13km continuous upgrade section of Jingzhu freeway in China were studied with repeated wheel tracking tests. The test structures were SMA16+AC20+AC25 and FAC13+FAC20+FAC25 that were the same as sections investigated. The rut tests were developed under two kinds of test conditions to compare rut-resisting capacity. For test condition 1, wheel loading pressure was 0.7Mpa and wheel moving speed was 21 cycles/ minute;for test condition 2, wheel loading pressure was 1.1Mpa and wheel moving speed was 7 cycles/ minute. Dynamic stability (DS) results show that asphalt mi...

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Rut-Resisting Capacity of the Whole Surface Course in Continuous Upgrade under Heavy Loading

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