Fatigue Test on Heavy Haul Railway Tunnel Bottom Structure With Base Cavity

Frontiers in Earth Science

Cong Liu¹  Qianlong Tang²  Bo Wu³  Feng Wang⁴  Rui Li⁴ 

[1] Geological Survey of Jiangxi Province, Nanchang, China;Jiangxi Transportation Vocational and Technical College, Nanchang, China;School of Civil and Architectural Engineering, East China University of Technology, Nanchang, China;Shuohuang Railway Development Co. Ltd., Beijing, China;

关键词: tunnel;    bottom structure;    base cavity;    fatigue;    damage;   

DOI  :  10.3389/feart.2022.870710

来源: DOAJ

【 摘 要 】

The presence of a base cavity will degrade the bearing capacity of tunnel bottom structures, and will also have a noteworthy impact on its fatigue performance. In order to study the fatigue performance and cumulative damage to tunnel bottom structure, a series of bending fatigue tests are conducted by reference to a heavy haul railway tunnel with a base cavity. Through the tests, fatigue evolution characteristics of tunnel bottom structure with cavity are obtained, then based on the expression of S-N curves, a non-linear fatigue cumulative damage model is therefore proposed, the deflection evolution and cumulative damage evolution can be divided into three stages, and characterized with an “s-shaped” curve. The tests results reveal that the damage to the tunnel bottom structure develops rapidly when a cavity exists in the base rock, fatigue occurs more easily, and the fatigue life of specimens decreases with the increase of the stress level and cavity width.

【 授权许可】

Unknown