A Treatment Technology for Optimizing the Stress State of Railway Tunnel Bottom Structure

被引:7
作者
Han, Zili [1 ,2 ]
Ma, Weibin [1 ,2 ]
Chai, Jinfei [1 ,2 ]
Zhu, Zhenyu [3 ]
Lin, Chuannian [4 ]
An, Zeli [1 ,2 ]
Ma, Chaofeng [1 ,2 ]
Xu, Xueliang [1 ,2 ]
Xu, Tianyuan [1 ,2 ]
机构
[1] China Acad Railway Sci Corp Ltd, Railway Engn Res Inst, Beijing 100081, Peoples R China
[2] State Key Lab Track Technol High Speed Railway, Beijing 100081, Peoples R China
[3] Beijing Railway Signal Corp Ltd, Beijing 100071, Peoples R China
[4] China Railway Econ & Planning Res Inst, Beijing 100038, Peoples R China
关键词
SOIL VIBRATIONS; TRAIN;
D O I
10.1155/2021/9191232
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
With the continuous increase of railway transportation volume, the aging problem of railway tunnel bottom structure is becoming more and more serious, which seriously threatens the safe operation of trains. Based on the cause analysis and field detection of the defects at the railway tunnel bottom structure, the "Anchor-Grouting-Drainage" treatment technology of the railway tunnel bottom structure is summarized. The research shows that (1) the technology is simple and can effectively repair the defects of railway tunnel bottom structure under the conditions of the narrow site, short time of maintenance skylight, strict requirements of track size variation, and no interference with the normal operation of the train, which has great significance and broad application prospect. (2) The drainage system of the existing railway tunnel bottom structure can be applied to the reconstruction of the railway tunnel bottom structure. The high-strength transverse diversion structure at the bottom of the tunnel has the advantages of strong bearing capacity, large drainage capacity, and corrosion resistance, which can provide a reference for the subsequent implementation of the reconstruction project at the railway tunnel bottom structure.
引用
收藏
页数:13
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