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Settlement of concrete slab track considering principal stress axis rotation in subgrade

机译:考虑路基中的主应力轴旋转的混凝土板轨道的沉降

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Slab tracks on earth structures are widely constructed in Japanese high speed railways. Thoseslab tracks require significantly high performance against residual settlement under repeated train loads. Inthe design standard of earth structures in Japan, quality of soil materials and compaction control are strictlyprescribed; however, construction cost becomes relatively high. If the prediction of residual settlement underrepeated train load becomes possible, the design of earth structures for slab tracks will become more rational. Inthis study, to discuss residual settlement under repeated train road, scale model tests, FEM analysis and principalaxis rotation tests were carried out. Based on the results of those tests and analysis, prediction method of residualsettlement under moving wheel loading was discussed.
机译:地球结构的板式轨道广泛构建在日本高速铁路中。在重复的火车负荷下,ThoseSlab轨道需要针对残留沉降的显着高。日本地球结构的设计标准,土壤材料质量和压实控制严格均为预置;但是,施工成本变得相对较高。如果可以预测残留沉降溢出的火车载荷,则平板轨道的地球结构的设计将变得更加合理。 INTHIS研究,讨论重复火车道下的残留解决方案,进行规模模型试验,有限元分析和校长旋转试验。基于这些试验和分析的结果,讨论了移动轮载荷下残留的预测方法。

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