人民长江 ›› 2021, Vol. 52 ›› Issue (8): 133-136.doi: 10.16232/j.cnki.1001-4179.2021.08.020

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深埋隧道断裂带涌水量预测分析

程小勇,黄勤健   

  • 发布日期:2021-09-27

Prediction of water inflow in deep-buried tunnel controlled by fault zone

CHENG Xiaoyong, HUANG Qinjian   

  • Published:2021-09-27

摘要: 深埋特长隧道是高速公路建设当中的控制性工程,开挖过程中如遇到高压涌水,必定对工程施工造成不利影响。鸿图特长隧道因其受到莲花山深大断裂构造影响,隧道开挖过程中在火成岩张性裂隙中出现了强烈的高压大流量涌水。以鸿图特长隧道为例,选取受断裂构造带控制涌水的代表性洞段,采用古德曼经验式对基岩段与断裂带涌水量分别进行统计计算。结果显示:隧道K91+010~K91+550段主要断层F2系列的预测最大涌水量为192 258 m3/d,与实际开挖最大涌水量189 576 m3/d基本吻合。该计算方法所得的涌水量更加贴合工程实际情况,对于该地质条件下的涌水量计算有着更强的适配性。

关键词: 涌水量预测; 古德曼经验式; 鸿图特长隧道; 莲花山断裂;

Abstract: The deep-buried extra-long tunnel is a control project in the construction of expressway.If the high-pressure water gushing is encountered in the process of excavation, it will have an adverse impact on the construction of the project.The Hongtu extra-long tunnel was affected by the deep and large Lianhuashan fault.During the tunnel excavation, there was a strong high-pressure and large-flow water gushing in the tensile fissure of igneous rock.Taking the Hongtu extra-long tunnel as an example, for representative tunnel section of water gushing controlled by fault structure zone, we calculate the water gushing quantity of bedrock section and fault zone respectively by Goodman empirical formula.The results show that the predicted maximum water inflow of the main fault F2 series in K91+010~K91+550 is 192 258 m3/d, which is basically consistent with the actual excavation maximum water inflow 189 576 m3/d.The water inflow calculated by this method is more suitable to the actual situation of the project and has a stronger adaptability to the calculation of water inflow under this geological condition.

Key words: prediction of water inflow; Goodman Empirical Formula; Hongtu extra-long tunnel; Lianhuashan fault;