Application of Mastic Asphalt Waterproofing Layer in High-Speed Railway Track in Cold Regions

被引:43
|
作者
Liu, Song [1 ]
Yang, Jun [1 ]
Chen, Xianhua [1 ]
Yang, Guotao [2 ]
Cai, Degou [3 ]
机构
[1] Southeast Univ, Sch Transportat, Nanjing 211189, Jiangsu, Peoples R China
[2] China Railway Corp, Beijing 100844, Peoples R China
[3] China Acad Rails Sci, Railway Engn Res Inst, Beijing 100081, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2018年 / 8卷 / 05期
关键词
high-speed railway; cold region; waterproofing layer; mastic asphalt; BITUMINOUS SUB-BALLAST; PERFORMANCE EVALUATION; FATIGUE PERFORMANCE; CONCRETE; MIXTURES; SLAB; DETERIORATION; TEMPERATURE;
D O I
10.3390/app8050667
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
Freeze-thaw damage is a typical distress incurred in road and railway engineering in cold regions. Concrete waterproofing layer is commonly used in high-speed railway tracks to prevent the penetration of surface water, however, it cracks easily under thermal stress, especially in cold regions. Recently solutions have been proposed to increase the waterproofing layer's cracking resistance by using asphalt layers. Nonetheless, the use of emulsified asphalt as well as dense-graded asphalt mixture were not effective enough. To improve the effectiveness, in this study, mastic asphalt was designed for application as the waterproofing layer on the subgrade surface of high-speed railway tracks in cold regions. The overall performance of mastic asphalt was preliminarily evaluated by laboratory tests, then a 200-m test section was constructed for field validation in northeastern China as part of a new high-speed railway line, and water content sensors were placed inside the subgrade to monitor the performance of the mastic asphalt waterproofing layer (MAWL). The subsequent field investigation and monitoring data during the two years operation showed that MAWL dramatically outperformed the conventional concrete waterproofing layer in terms of waterproof performance. Plenty of serious cracks were found in the conventional concrete waterproofing layer, but only a limited number of local cracks were observed in MAWL. As a result, MAWL keeps the water content of subgrade at a stable level. In addition, MAWL showed relatively high stability during the two years investigation period, and no obvious deterioration was observed in the test section.
引用
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页数:16
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