土工基础 ›› 2020, Vol. 34 ›› Issue (2): 101-104.

• 工程实录 • 上一篇    下一篇

三阳路越江隧道综合工程地质勘察研究

陆晓清   

  1. (南宁市勘察测绘地理信息院,南宁 530021)
  • 收稿日期:2019-07-01 修回日期:2019-07-09 出版日期:2020-05-20 发布日期:2020-05-20
  • 作者简介:陆晓清(1979-),男,高级工程师,研究方向为岩土工程。

Integrated Engineering Geological Investigations for a River Crossing Tunnel of Wuhan Metro Line 7

LU Xiaoqing   

  1. (Nanning Exploration & Survey Institute, Nanning 530021)
  • Received:2019-07-01 Revised:2019-07-09 Online:2020-05-20 Published:2020-05-20

摘要: 详细查明隧址区隐伏断裂带、断层破碎带,并圈定其影响范围,确定其倾向、倾角和走向,评价其对地铁建设的危害并给出相应的建议和隧道施工掘进措施,是三阳路越江隧道工程地质勘察最重要的任务之一。通过数值模拟方法验证了场区采用水域浅层地震反射法的可行性,采用水域浅层地震反射波法和地质钻探相结合的方法确定三阳路越江隧道工程地质断裂带范围和埋深,划分覆盖层与基岩的分界线,试验研究表明:①沿江断裂带F9在反射时间距离剖面上有明显的波组缺失,具有较好响应特征,与区域地质构造对应较好,进而推断出该断层的位置、产状及埋深;②覆盖层与基岩地球物理特征区分显著,经钻探取样,反射波组界面与地层覆盖层和基岩分界面对应较好;③隧道洞身从上覆松散砂层中通过,故该断层对通道工程基本无影响。

关键词: 地铁勘察, 越江隧道, 断层, 地震反射波法, 综合勘察

Abstract: It is one of the most important tasks in the geological investigation of the proposed river crossing tunnel of Wuhan Metro Line 7 to evaluate the location, occurrence, scale and width of the active faults, especially the Holocene active faults, and their impact on the project in detail. The feasibility of the shallow seismic reflection method in water area is verified by the numerical simulations. Through the combination of the shallow seismic reflection wave method and the geological drilling method, the range and depth of the geological fault zone in the proposed rivercrossing tunnel of Wuhan Metro Line 7 are able to be determined, and the boundary between the overburden and the bedrock is divided. The integrated investigation results show that: (1) the F9 fault zone has obvious wave group absence in the reflection timedistance profile, and has the good response characteristics, which corresponds well with the regional geological structure. The location, occurrence and depth of the fault can be inferred; (2) The geophysical characteristics of the overburden layer and the bedrock are distinctly distinguished. After the drilling sampling, the interface of the reflection wave group corresponds well with the interface of the overburden layer and bedrock; (3) The tunnel barrel passes through the overlying loose sand layer, so the fault has no effect on the project.

Key words: metro site investigations, river crossing tunnel, fault, seismic reflection method, integrated investigation methods

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