Expansion and contraction of clogged open graded friction course exposed to freeze-thaw cycles and degradation of mechanical performance

被引:19
作者
Chen, Jun [1 ]
Yao, Cheng [1 ]
Wang, Hao [2 ]
Ding, Yangmin [2 ]
Xu, Tao [3 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Jiangsu, Peoples R China
[2] Rutgers State Univ, Dept Civil & Environm Engn, Piscataway, NJ 08854 USA
[3] Nanjing Forestry Univ, Sch Civil Engn, Nanjing 210037, Jiangsu, Peoples R China
关键词
Open graded friction course (OGFC); Freeze thaw (FT); Clogging; Cantabro loss; Compressive strength; POROUS ASPHALT CONCRETE; MIXTURE DESIGN; PERMEABILITY; STATES; MODEL;
D O I
10.1016/j.conbuildmat.2018.06.095
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
OGFC specimens with five air void contents and two clogging levels were scanned using X-ray computed tomography (CT). The contents of total and connected voids before and after clogging were calculated based on the reconstructed three-dimensional (3D) microstructure. The expansion and contraction of unclogged and clogged OGFC during eight freeze-thaw (FT) cycles were measured using a self-developed drainage instrument. Cantabro test and uniaxial compressive strength test were conducted on OGFC specimens before and after FT cycles. Results show that the expansion of OGFC during freezing is larger than the following contraction due to ice melting, which cause the residual expansion deformation in each FT cycle. OGFC has significant mass loss in the Cantabro test and reduction in compressive strength after FT cycles. The accumulated residual deformation and mechanical degradation after FT cycles increase with the increase of void content and clogging level. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:167 / 177
页数:11
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