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Roadbed behavior subjected to tilting-train loading at rail joint and continuous welded rail 被引量:1
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作者 JEON Sang-Soo 《Journal of Central South University》 SCIE EI CAS 2014年第7期2962-2969,共8页
The tilting-train is very attractive to the railroad users in the world due to the advantage of high speed in curved track using pre-existing infrastructure of railway.Tilting-train has a unique allowable speed and me... The tilting-train is very attractive to the railroad users in the world due to the advantage of high speed in curved track using pre-existing infrastructure of railway.Tilting-train has a unique allowable speed and mechanism especially in curved track.In this work,when tilting-train is operated with the allowable speed,the behavior of roadbed is evaluated by examining its settlement and bearing capacity.Additionally,the stability of roadbed is estimated as the roadbed is in the condition of soft soil influenced by the weather effects and cyclic train loading.Numerical results show that the roadbed settlement satisfies the allowable settlement when the elastic moduli of upper roadbed and in-situ soil are greater than 3800 and 4600 kN/m2 for rail joint and 2300 and 3300 kN/m2 for continuous welded rail(CWR). 展开更多
关键词 路基沉降 摆式列车 钢轨接头 无缝钢轨 行为 装载 曲线轨道 允许速度
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