| 引用本文: | 冷伍明,李亚峰,聂如松,粟雨,董俊利,程龙虎.高速铁路无砟轨道路基翻浆模型试验[J].哈尔滨工业大学学报,2021,53(3):118.DOI:10.11918/201907040 |
| LENG Wuming,LI Yafeng,NIE Rusong,SU Yu,DONG Junli,CHENG Longhu.Model test of subgrade mud-pumping of ballastless track for high-speed railway[J].Journal of Harbin Institute of Technology,2021,53(3):118.DOI:10.11918/201907040 |
|
| 本文已被：浏览 786次 下载 1121次 |
码上扫一扫！ |
|
|
| 高速铁路无砟轨道路基翻浆模型试验 |
|
冷伍明1,2,李亚峰1,聂如松1,2,粟雨1,董俊利1,程龙虎1
|
|
(1.中南大学 土木工程学院,长沙 410075;2. 高速铁路建造技术国家工程实验室(中南大学),长沙 410075)
|
|
| 摘要: |
| 针对高速铁路无砟轨道出现的路基翻浆病害,构建了足尺的轨道路基翻浆模型试验系统,量测了路基翻浆发生过程中路基的含水率、基质吸力和超孔隙水压力,分析了高速列车动荷载作用下路基动水压力的变化规律,并探讨了高速铁路无砟轨道路基翻浆的机理和影响因素. 结果表明:无砟轨道基床表层在雨水入渗条件下基本处于饱和状态,在列车动荷载的长期作用下,易发生翻浆病害；超孔隙水压力的显著增大导致路基发生翻浆,翻浆区域内超孔隙水压力的增量沿基床表层深度方向上保持不变； 饱和状态下,底座板两侧路基的超孔隙水压力较路基中心线下更高,更易发生翻浆. 降低路基含水率或孔隙水压力可有效地防止和抑制路基翻浆的发生. |
| 关键词: 无砟轨道 路基翻浆 模型试验 动水压力特性 影响因素 |
| DOI：10.11918/201907040 |
| 分类号:TU411.8 |
| 文献标识码:A |
| 基金项目:中国铁路总公司系统性重大项目(P2018X011)； 国家自然科学基金(6,2)； 中南大学研究生创新项目(2018zzts192) |
|
| Model test of subgrade mud-pumping of ballastless track for high-speed railway |
|
LENG Wuming1,2,LI Yafeng1,NIE Rusong1,2,SU Yu1,DONG Junli1,CHENG Longhu1
|
|
(1. School of Civil Engineering, Central South University, Changsha 410075, China; 2. National Engineering Laboratory for High Speed Railway Construction (Central South University), Changsha 410075, China)
|
| Abstract: |
| To investigate the subgrade mud-pumping of ballastless track for high-speed railway, a full-scale model test system was built. The moisture content, matric suction, and excess pore water pressure of the subgrade during the process of subgrade mud-pumping were measured, the hydrodynamic pressure characteristics of the subgrade were analyzed under dynamic loads induced by high-speed trains, and the mechanism and influencing factors of subgrade mud-pumping of ballastless track were evaluated. Results show that the subgrade surface layer of ballastless track was basically saturated after rainfall infiltration. The mud-pumping was likely to happen under the dynamic loads of high-speed trains. The subgrade mud-pumping occurred with an increase in excess pore water pressure, and the increment of excess pore water pressure was constant in the mud-pumping region with an increase in the depth of subgrade surface layer. In saturated situation, the excess pore water pressure of the subgrade on both sides of the concrete base was higher than that below the center line of the subgrade, making mud-pumping more likely to occur. Reducing the water content or pore water pressure of subgrade can be an effective way to control and prevent the occurrence of subgrade mud-pumping. |
| Key words: ballastless track subgrade mud-pumping model test hydrodynamic pressure characteristics influencing factors |
