胶新铁路

  • 网络jiaozhou xinyi railway
胶新铁路胶新铁路
  1. 介绍用新理念、新思路建设胶新铁路绿色通道和优美站区,提高开通速度;

    An introduction is given to measures adopted to build Jiaozhou Xinyi Railway into a green corridor by new concept and new idea , and to beautify station area and increase train speed upon its opening to traffic .

  2. 胶新铁路路基工程和绿色防护设计及优化

    Design and Optimization of Subgrade and Green Protection for Jiaozhou-Xinyi Railway

  3. 建设胶新铁路绿色通道的构思与实践

    The Concept and Practice of Building Jiaozhou-Xinyi Railway into a Green Corridor

  4. 胶新铁路砂土液化区路基沉降规律研究

    Subgrade settlement behavior in sand liquefaction area along Jiaoxin Railway

  5. 胶新铁路施工期路堤水土流失特征

    Characteristics of Soil and Water Loss on Embankment Slope of Jiaozhou-Xinyi Railway

  6. 胶新铁路路基边坡绿色防护工程设计与施工

    Design and Construction of Green Protection for Subgrade Slope of Jiaozhou-Xinyi Railway

  7. 胶新铁路路基实测沉降与预测分析

    Research on Settlement Behavior and Deformation Prediction of Subgrade in Jiaoxin Railway

  8. 鲁南地区区域地壳稳定性评价与胶新铁路地质选线

    Assessment of regional crust stability of South Shandong Province and site selection for Jiaoxin Railway

  9. 胶新铁路石质路堑爆破施工

    Stone Cut Blasting Construction along Railway Jiaozhou-Xinyi

  10. 胶新铁路在DK39+000开始为高地震烈度区,DK283+550~DK283+770分布有地震可液化层,工程修建后列车动荷载的影响将会有诱发砂土液化的可能性。

    Jiaoxin railway is a high seismic intensity area after the alignment DK39 + 000.From the alignment DK283 + 550 to the alignment DK283 + 770 , there are seismic liquefaction sand layers . It is highly possible to induce sand liquefaction by the dynamic loading of moving trains .