无缆全方位钻孔电视在隧道超前预报中的应用

    RESEARCH ON THE APPLICATION OF CABLE-FREE, STORAGE-BASED TV IN TUNNEL PREDICTION

    • 摘要: 针对隧道突涌水灾害,可采用超前水平钻探结合钻孔电视进行超前预报。但传统钻孔电视在水平钻孔测试中存在“推送难、结构面解算难”的问题。本文提出一种基于全方位结构面解析算法的无缆式钻孔电视设备,其可对任意方位钻孔中的结构面进行精确解析,且可直接与钻杆相连,顺利推送至设计孔深。将该设备应用于某高速公路工程隧道超前预报中,查明掌子面前方存在8处辉绿岩侵入带及5处节理裂隙密集带;隧道突涌水构造为侵入接触型,辉绿岩侵入为地下水的汇集提供储水空间及流通通道;利用钻孔电视二维展开图获取辉绿岩不规则侵入带的位置、上下不整合接触面的产状、围岩主要软弱结构面的产状及裂隙密集带的位置,结合现场司钻反馈,精确刻画掌子面前方的含水涌水构造,认为D2K189+410~414、D2K189+440~444及D2K189+510~513为最危险的潜在突涌水段,建议做好进一步隧道泄水及支护工作。

       

      Abstract: Tunnel water inrush disasters are characterized by strong concealment, complexity, suddenness, and destructiveness. The nature, location, and scale of the disaster-causing structures can be identified by advanced horizontal drilling combined with borehole TV logging. However, traditional borehole TV is difficult to deploy in horizontal drilling, and structural planes in boreholes of any azimuth are difficult to analyze. A cable-free, storage-based TV device based on an optimization algorithm for structural planes is proposed. It can accurately calculate the structural planes in any azimuth borehole, and it can be directly connected to the drill pipe and smoothly advanced to the designed depth. The equipment was applied to the advanced prediction of a railway engineering tunnel. Eight irregular intrusion zones of diabase with widths ranging from 0.73 m to 13.8 m in front of the tunnel face and five joint fissure dense zones were identified. The tunnel water inrush disaster-causing structures belong to the intrusive contact type. The locations of the irregular intrusion zones, the attitudes of the upper and lower unconformity contact surfaces, and the positions of the fissure dense zones were obtained using the two-dimensional expansion map of borehole TV. Thus, the water inrush structure in front of the working face can be accurately described. Sections D2K189+410-414, D2K189+440-444, and D2K189+510-513 are considered to be the most dangerous potential water inrush sections, and it is suggested that drainage and support be carried out in these parts of the tunnel.

       

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