雁门关隧道涌水量预测与防护措施研究

刘俊新,尹洪波,刘育田

铁道工程学报 ›› 2009, Vol. 26 ›› Issue (11) : 35-39.

PDF(612 KB)
PDF(612 KB)
铁道工程学报 ›› 2009, Vol. 26 ›› Issue (11) : 35-39.
路网研究

雁门关隧道涌水量预测与防护措施研究

  • 刘俊新1,尹洪波2,刘育田1
作者信息 +

Research on the Prediction of InrushW ater Volume ofYanmenguan Tunnel and the ProtectiveM easures

  • LIU Jun-xin1, YIN Hong-bo2, LIU Yu-tian1
Author information +
文章历史 +

摘要

研究目的:作为双线取直的重点工程,雁门关隧道施工范围内地表水及地下水发育,将给施工造成很大困难,为保证施工安全,应对施工范围内地表水及地下水进行评价,并对施工期的涌水量进行预测。
研究结论:根据水文地质和工程地质调查,并结合物探及钻探资料综合分析表明:隧道所处区域构造发育,断层破碎带导水性好,导致地下水发育;地下水分布以断层带水和基岩裂隙水为主,一般断层带水为强富水,而基岩裂隙水为弱富水-中等富水,隧道集中涌水段主要发生在断裂构造发育地带。由于隧道断层带涌水量较大,并会出现突泥涌砂情况,因此防护措施应以堵为主,施工期间应做好超前地质预报。

Abstract

Research purposes: As a key projectof straightening railway double tracks, the developments of the surface water and the groundwater in the construction zone of Yanmenguan Tunnel cause much difficulties to the tunnel construction. In order to ensure the construction safety, the surface water and the groundwater in the construction zone should be evaluated and the inrushwatervolume during construction should be predicted.
Research conclusions:The hydrogeologicaland engineering geological survey and the comprehensive analysesof the data obtained from geophysicalprospecting and drilling indicate that in the tunnel area, the developmentof regional structure and the rich -water conductivity of the fracture zone of the fault lead to the groundwaterdevelopmen.t The groundwater mainly contains the faultzonewater and the bedrock fissurewater. Generally, the faultzonewater is heavy richwater,while the bedrock fissurewater isweak -medium richwater. The concentrated inrushwater segments of the tunnel are mainly in the zone of developed faults. As the inrush water of fault is large and the inrush may happen, the water blocking should be as the main protective measures and the geological forecast in advance should be well conducted during the construction period.

关键词

隧道工程 / 涌水量 / 预测 / 防护措施

Key words

tunnel project / in rush water volume / prediction / protective measures

引用本文

导出引用
刘俊新, 尹洪波, 刘育田. 雁门关隧道涌水量预测与防护措施研究[J]. 铁道工程学报, 2009, 26(11): 35-39
LIU Jun-xin, YIN Hong-bo, LIU Yu-tian. Research on the Prediction of InrushW ater Volume ofYanmenguan Tunnel and the ProtectiveM easures[J]. Journal of Railway Engineering Society, 2009, 26(11): 35-39
中图分类号: U456   

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基金

西南科技大学博士基金(08zx7103)

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