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岩质边坡卸荷作用对铁路交通运营的影响分析
引用本文:郭永建,谢永利,刘保健.岩质边坡卸荷作用对铁路交通运营的影响分析[J].水利与建筑工程学报,2010,8(4):58-60.
作者姓名:郭永建  谢永利  刘保健
作者单位:长安大学,特殊地区公路工程教育部重点实验室,陕西,西安,710064
基金项目:交通部西部交通建设科研项目 
摘    要:为研究山区沿坡修建的公路与铁路并行时,后筑工程的公路边坡开挖对原有铁路交通的影响,采用数值方法确定出开挖边坡的影响范围,得出了公路边坡开挖会影响铁路运行安全。提出了在三、四级边坡采用预应力锚索框架梁,一、二级边坡采用锚杆框架梁并边开挖边支护的防护形式,计算结果证实了该方案的合理性。

关 键 词:道路工程  铁路工程  锚索框架梁  运营安全

Analysis on Effect of Rock Slope Unloading upon Railway Transport
GUO Yong-jian,XIE Yong-li,LIU Bao-jian.Analysis on Effect of Rock Slope Unloading upon Railway Transport[J].Journal of Water Resources Architectural Engineering,2010,8(4):58-60.
Authors:GUO Yong-jian  XIE Yong-li  LIU Bao-jian
Abstract:In order to research on the effects of excavated highway slope upon the old railway transportation which is parallel with the highway,the affected areas of excavation are determined by using the numerical method firstly,and it is concluded that the excavated slope would affect the safety of railway transportation.At last,it is put forward that the prestress anchoring cable-beams are used for 3 and 4 step slope,the anchor frame beams are used for 1 and 2 step slope,and when digging one step,it would be protected in time.The calculation results show that the program is reasonable.
Keywords:road engineering  railway engineering  anchoring cable-beam  safe operation
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