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隧道建设(中英文) ›› 2023, Vol. 43 ›› Issue (9): 1558-1564.DOI: 10.3973/j.issn.2096-4498.2023.09.013

• 地质与勘察 • 上一篇    下一篇

多分支定向钻探技术在隧道勘察中的应用

王勇刚1, 2, 孙红林1, 2, 胡志新1, 2, 王义红3, 吕伟伟3   

  1. 1. 中铁第四勘察设计院集团有限公司, 湖北 武汉 430063 2. 水下隧道技术国家地方联合工程研究中心,湖北 武汉 430063; 3. 陕西太合智能钻探有限公司, 陕西 西安 710000)

  • 出版日期:2023-09-20 发布日期:2023-10-16
  • 作者简介:王勇刚(1979—),男,湖北天门人,2005年毕业于同济大学,岩土工程专业,硕士,正高级工程师,现主要从事地质工程、岩土工程等领域的勘察设计与科研工作。 Email: 83048984@qq.com。

Application of MultiBranch Directional Drilling Technology for Tunnel Investigation

WANG Yonggang1, 2, SUN Honglin1, 2, HU Zhixin1, 2, WANG Yihong3, LYU Weiwei3   

  1. (1. China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China;2. National & Local Joint Engineering Research Center of Underwater Tunnel Technology, Wuhan 430063,Hubei, China; 3. Shaanxi Taihe Intelligent Drilling Co., Ltd., Xi′an 710000, Shaanxi, China)

  • Online:2023-09-20 Published:2023-10-16

摘要: 为解决在地面环境复杂的城市建筑密集区域往往无法采用传统的竖向勘探手段进行工程地质勘察的问题,引入在地质、煤炭、石油等行业已较为成熟的定向钻探技术,沿地下工程轴线布设长距离的定向钻孔,在重要地质点处采用分支钻孔,通过沿设定轨迹间隔取芯的方式,在钻孔内实施特定的随钻测量及综合测井,以了解地下工程区域的地层岩性、地质构造,并准确确定围岩性质以及掘进和支护所需的地层参数。基于广州城区成功实施的660 m主孔+2330 m分支孔可控轨迹钻探工作,采用提钻取芯的方式间隔15~30 m取芯,辅以孔内声波、电阻率测试,并将钻探芯样与物探成果相互印证,可详细探察隧道洞身一定范围内的工程地质条件。

关键词: 隧道, 多分支, 定向钻探, 随钻测量, 综合物探, 地质勘察

Abstract: The traditional vertical geological survey is often impractical in urban areas with dense buildings and complex surface environments. Therefore, directional drilling technology, which has already reached a relatively high level of maturity in geology, coal mining, and oil extraction, is introduced. Longdistance directional drilling is arranged along the underground engineering axis in this approach, explicitly using lateral hole drilling at critical geological points, and core samples at regular intervals are extracted. The specific measurement is obtained while drilling and comprehensive geophysical exploration is conducted in the drilling hole along the set trajectory to understand the formation lithology and geological structure of underground engineering area. Consequently, the surrounding rock lithology and tunneling and supporting parameters are determined. Based on the successful implementation of controlled track drilling for a 660 m mainhole and two 330 m lateral holes in Guangzhou urban area, the core drilling at an interval of 15~30 m is implemented and borehole acoustic wave and resistivity tests are used as supplements. Finally, the drilling core samples are compared with the results obtained through geophysical exploration to comprehensively assess the engineering geological conditions within a certain range of the tunnel.

Key words: tunnel, multiple branch, directional drilling, measurement while drilling, comprehensive geophysical exploration, geological investigation