周平, 蒋永生, 廖烟开, 李苍松. 2007: 坝陵河大桥锚洞工程围岩注浆效果检测技术探讨. 工程地质学报, 15(S1): 618-623.
    引用本文: 周平, 蒋永生, 廖烟开, 李苍松. 2007: 坝陵河大桥锚洞工程围岩注浆效果检测技术探讨. 工程地质学报, 15(S1): 618-623.
    ZHOU Ping, JIANG Yongsheng, LIAO Yankai, LI Cangsong. 2007: DISCUSSION ON DETECTION TECHNOLOGY OF ROCK INJECTING EFFECT FOR THE TUNNEL ANCHOR ENGINEERING OF BALINGHE BRIDGE. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 618-623.
    Citation: ZHOU Ping, JIANG Yongsheng, LIAO Yankai, LI Cangsong. 2007: DISCUSSION ON DETECTION TECHNOLOGY OF ROCK INJECTING EFFECT FOR THE TUNNEL ANCHOR ENGINEERING OF BALINGHE BRIDGE. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 618-623.

    坝陵河大桥锚洞工程围岩注浆效果检测技术探讨

    DISCUSSION ON DETECTION TECHNOLOGY OF ROCK INJECTING EFFECT FOR THE TUNNEL ANCHOR ENGINEERING OF BALINGHE BRIDGE

    • 摘要: 根据坝陵河大桥隧道锚洞工程的施工特点及可能存在的主要工程地质问题,在对注浆效果检测技术的国内外研究现状基础上,确定采用"直接法与间接法相结合,并以间接法为主的综合检测技术"。通过钻孔取芯检测、地质雷达注浆前后的对比测试分析,以及声波CT技术的对比测试分析,提出比较明确的检测结论和相应的施工建议措施。

       

      Abstract: According to the constructing characteristic and possible major engineering geology problems in the tunnel anchor engineering of Barlinghe Bridge, on the basis of research state of detective technology for injecting effect, the synthesis detective technology was adopted, in which directive method was connected with indirective method, and indirective method was the main method. The detection was done through core-drill method, comparison analysis of detective data of before-after injecting by geology radar, and comparison analysis of data by acoustic wave computer-graphic technology. In the end, definite detective conclusion and corresponding constructing way were suggested.

       

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