版权说明 操作指南
首页 > 成果 > 成果详情

Performance evaluation and modification mechanism analysis of asphalt binders modified by graphene oxide

认领
导出
下载 Link by DOI
反馈
分享
QQ微信 微博
成果类型:
期刊论文
作者:
Liu, Kefei;Zhang, Kun*;Shi, Xianming*
通讯作者:
Zhang, Kun;Shi, Xianming
作者机构:
[Liu, Kefei] Cent South Univ Forestry & Technol, Sch Civil Engn, Changsha 410004, Hunan, Peoples R China.
[Liu, Kefei; Shi, Xianming; Zhang, Kun; Zhang, K] Washington State Univ, Dept Civil & Environm Engn, Voiland Coll Engn & Architecture, POB 642714, Pullman, WA 99164 USA.
通讯机构:
[Zhang, K; Shi, XM] W
Washington State Univ, Dept Civil & Environm Engn, Voiland Coll Engn & Architecture, POB 642714, Pullman, WA 99164 USA.
语种:
英文
关键词:
Differential scanning calorimetry (DSC);Fourier transform infrared (FTIR);Graphene oxide (GO);Modification mechanism;Multiple stress creep recovery (MSCR);Rheological performance
期刊:
Construction and Building Materials
ISSN:
0950-0618
年:
2018
卷:
163
页码:
880-889
基金类别:
This study was financially supported by the Natural Science Foundation of Hunan Province (No. 2016JJ5009 ), Scientific Research Project of Hunan Provincial Education Department (No. 15B253) and Progress of Science and Technology Innovation Plan Launched by Department of Transportation of Hunan Province (No. 201731). The authors acknowledge the funding support by the USDOT Center for Environmentally Sustainable Transportation in Cold Climates (CESTiCC) and facilities support by the AASHTO-certified Washington Center for Asphalt Technology (WCAT). The authors appreciate Drs. Qiang Zhang and Junna Xin for their help in the FTIR and DSC experiments.
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
This work presents a laboratory study conducted to evaluate the potential impacts of different graphene oxide (GO) dosages on properties of non-modified binder and SBS modified binder. The effects of GO on viscosity, rheological properties, creep and recovery behavior, cracking resistance, and thermal properties of unaged/RTFO aged binders were characterized respectively. It was demonstrated that the addition of trace amounts of GO (no more than 0.2 wt%) enhanced the paving temperature (120-135 degrees C) viscosity, high-temperature elasticity and rutting resistance of non-modified/SBS modifie...

反馈

验证码:
看不清楚,换一个
确定
取消

成果认领

标题:
用户 作者 通讯作者
请选择
请选择
确定
取消

提示

该栏目需要登录且有访问权限才可以访问

如果您有访问权限,请直接 登录访问

如果您没有访问权限,请联系管理员申请开通

管理员联系邮箱:yun@hnwdkj.com