首页|不良地质区域内隧道围岩失稳及支护处理方法

不良地质区域内隧道围岩失稳及支护处理方法

扫码查看
不良地质区域内隧道围岩支护稳定是保障安全施工的要点.本文以冻土区域特长隧道建设为工程背景,结合区域水文地质条件,分析了围岩失稳的成因机制及处理方法.分析表明,此工程的围岩稳定性较差,节理裂隙较为发育,岩体较破碎,施工支护不足是围岩失稳的主要影响因素.为解决围岩失稳问题,我们通过改进了支护方式,控制围岩变形,并通过软件模拟计算验证支护效果,结果分析方案可行.本文提出的支护处理方法可为不良地质区域隧道施工提供一定的借鉴.
Tunnel surrounding rock instability and support treatment method in bad geological area
The stability of tunnel surrounding rock support in bad geological area is the key point to ensure safe construction.Based on the construction of extra-long tunnel in frozen soil region,the paper analyzes the cause mechanism and treatment method of surrounding rock instability in combination with regional hydrogeological condi-tions.The analysis shows that the stability of surrounding rock is poor,the joints are more developed,the rock is more broken,and the construction support is insufficient,which is the main influencing factor of the instability of surrounding rock.By improving the support mode,controlling the deformation of surrounding rock,and using soft-ware simulation calculation,the support effect is verified.Provide certain reference significance for the tunnel con-struction in bad geology area.

surrounding rock instabilitygeological investigationlithologyanalog calculation

陈生金、彭涛、刘有梦、李青青

展开 >

青海省交通工程技术服务中心,西宁 810000

中国水电建设集团十五工程局有限公司,西安 712000

中国水利水电第四工程局有限公司,西宁 810000

中国地质大学(武汉),武汉 430000

展开 >

围岩失稳 地质勘察 岩性 模拟计算

2024

青海交通科技
青海省公路学会

青海交通科技

影响因子:0.271
ISSN:1672-6189
年,卷(期):2024.36(2)
  • 7