A Treatment Technology for Optimizing the Stress State of Railway Tunnel Bottom Structure
Auteur(s): |
Zili Han
Weibin Ma Jinfei Chai Zhenyu Zhu Chuannian Lin Zeli An Chaofeng Ma Xueliang Xu Tianyuan Xu |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Shock and Vibration, janvier 2021, v. 2021 |
Page(s): | 1-13 |
DOI: | 10.1155/2021/9191232 |
Abstrait: |
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. |
Copyright: | © 2021 Zili Han, Weibin Ma, Jinfei Chai, Zhenyu Zhu, Chuannian Lin, Zeli An, Chaofeng Ma, Xueliang Xu, Tianyuan Xu |
License: | Cette oeuvre a été publiée sous la license Creative Commons Attribution 4.0 (CC-BY 4.0). Il est autorisé de partager et adapter l'oeuvre tant que l'auteur est crédité et la license est indiquée (avec le lien ci-dessus). Vous devez aussi indiquer si des changements on été fait vis-à-vis de l'original. |
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10676177 - Publié(e) le:
29.05.2022 - Modifié(e) le:
01.06.2022