鄱湖灌区水工隧洞超前地质预报破碎带波动特性研究
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TV554 U455.1

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Fluctuation characteristics of fracture zones of hydraulic tunnels with over-advanced geological forecasting in Poyang lake irrigation district
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    摘要:

    水工隧洞的断层破碎带问题一直是其开挖施工过程中的重难点。为确保隧洞在开挖过程中的施工安全,施工单位在隧洞开挖前必须通过技术手段准确预报隧洞前方的地质岩性情况。本文依托国家172 项重点水利工程“鄱湖灌区四干渠续建配套与节水改造项目”,结合数值模拟及现场试验,对比分析了预测前方围岩地质情况的可行性。结果表明:利用电磁波和地震波在充填土介质中传播特性,可判断破碎带的位置、规模,现场试验也验证了GPR 和TGP 探测技术在隧洞预报破碎带方面的准确性,但地下地质情况复杂多变,需要专业的数据解译人员,同时还要结合前期地质勘查资料,进而综合研判隧洞不良地质段。本文研究成果为隧洞破碎带的超前预报提供了理论依据及参考借鉴。

    Abstract:

    The fault fracture zone of hydraulic tunnel is always a difficult problem in the process of excavation. In order to ensure the safety of tunnel construction, the construction unit must accurately forecast the geological lithology condition in front of the tunnel by technical means before the tunnel excavation. Based on the Item 172 national key water conservancy project "Four-trunk Canal Extension and water-saving reconstruction Project in Pohu Irrigation District", this paper compares and analyzes the feasibility of predicting the geological conditions of the surrounding rock in front of it, combined with numerical simulation and field test. The results show that the location and scale of the fracture zone can be judged by using the propagation characteristics of electromagnetic wave and seismic wave in the medium filled with clay. Field tests verify the accuracy of GPR and TGP detection technology in predicting the fracture zone of the tunnel. However, the underground geological conditions are complex and changeable, and professional data interpretation personnel are required, and the previous geological exploration data should be combined to make a comprehensive analysis of the poor geological section of the tunnel. The research results provide a good theoretical basis and reference for the advance prediction of tunnel fracture zone, and do a good job in the early stage of tunnel construction to ensure the safety of construction.

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彭世琥.鄱湖灌区水工隧洞超前地质预报破碎带波动特性研究[J].江西水利科技,2024,(5):

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  • 在线发布日期: 2024-11-27
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