吴俊, 应松, 李苍松, 尚海松. 2006: 坝陵河大桥隧道锚与关岭1号隧道地质关系浅议. 工程地质学报, 14(S1): 438-444.
    引用本文: 吴俊, 应松, 李苍松, 尚海松. 2006: 坝陵河大桥隧道锚与关岭1号隧道地质关系浅议. 工程地质学报, 14(S1): 438-444.
    WU Jun, YING Song, LI Cangsong, SHANG Haisong. 2006: GEOLOGICAL RELATIONSHIP BETWEEN TUNNEL ANCHOR OF BALING RIVER BRIDGE AND GUANLING NO.1 TUNNEL. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 438-444.
    Citation: WU Jun, YING Song, LI Cangsong, SHANG Haisong. 2006: GEOLOGICAL RELATIONSHIP BETWEEN TUNNEL ANCHOR OF BALING RIVER BRIDGE AND GUANLING NO.1 TUNNEL. JOURNAL OF ENGINEERING GEOLOGY, 14(S1): 438-444.

    坝陵河大桥隧道锚与关岭1号隧道地质关系浅议

    GEOLOGICAL RELATIONSHIP BETWEEN TUNNEL ANCHOR OF BALING RIVER BRIDGE AND GUANLING NO.1 TUNNEL

    • 摘要: 在详细分析并消化坝陵河大桥隧道锚和关岭1号隧道勘察设计资料基础上,为了详细、准确把握施工期的工程地质条件,采用了"以地质法为基础的综合物探技术"进行补充探测,具体采用了HSP声波反射法、高密度电法和电磁波反射法。根据探测结果和现场地质调查,进行了围岩分级建议。综合各种方法探测结果,对主要存在的工程地质问题进行了详细分析,并提出了相应建议。目前,工程施工正逐步开挖揭露并证实地质预报及分析情况,监控量测结果表明目前的开挖和支护系统的工作状态正常。

       

      Abstract: By analyzing investigation and design data of tunnel anchor of Baling river bridge and Guanling No.1 tunnel, we applied the procedure of geophysical exploration combined with field investigation to obtain accurately the engineering geological conditions of the tunnel, where geophysical exploration included HSP acoustic reflection, high-density electrical survey, and electromagnetic reflection. According to the data from field investigation and geophysical exploration, surrounding rock classification was given, and main engineering geological problems were observed, some suggestions were proposed. So far, this procedure has been used to forecast geological conditions for tunnel excavation.

       

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