胶新铁路
- 网络jiaozhou xinyi railway
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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 .
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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
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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
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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
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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
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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
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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
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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
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胶新铁路石质路堑爆破施工
Stone Cut Blasting Construction along Railway Jiaozhou-Xinyi
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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 .