Research purposes: Based on Bashan tunnel project of Nanning-Yulin railway, a comprehensive advanced geological prediction system suitable for complex geological conditions is established to accurately judge the karst development of tunnel face. Considering the surrounding rock grade, karst type, filling condition and groundwater condition, the treatment measures of karst tunnel arch collapse are studied to ensure the safety of tunnel construction. Based on the comprehensive geological prediction results, targeted treatment of karst is carried out.
Research conclusions: (1) The DK32+713~DK32+723 section of the tunnel is a karst development area. Affected by the contact zone, bedrock fissure water mainly seeps and erodes along the contact zone, and then a fully filled karst cave was formed. (2) The comprehensive advanced geological prediction system suitable for the tunnel has been established, and the shape and scale of karst, the spatial position relationship with the tunnel and the development of groundwater have been proved. The detection results are basically consistent with the field findings. The comprehensive advanced geological prediction with advanced horizontal drilling as the main method and TSP, GPR and geological survey method has good detection effect and high accuracy. (3) Combined with the detection results, targeted measures are taken for karst collapse, and the tunnel passes through the karst development section safely. Through the monitoring and measurement of surrounding rock, the deformation tends to be stable after the tunnel passes through, and the effect is good. (4) For the tunnel in karst area, it is necessary to further strengthen the advance geological prediction, find out the anomalies in advance, and take pre reinforcement measures in time. Functions of advanced geological prediction are made best use of to avoid causing safety accidents. (5) The research result is of guiding significance to the construction of tunnel engineering in karst area.
Key words
high speed railway tunnel /
comprehensive advanced geological prediction /
karst /
tunnel collapse
{{custom_keyword}} /
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
References
[1] 张广泽, 冯君, 崔建宏.高速铁路隧道岩溶灾害及防治关键技术研究[J].铁道标准设计,2018(11): 108-113.
Zhang Guangze, Feng Jun, Cui Jianhong. Study on Karst Disasters and Key Prevention Technologies in Tunnel Engineering of High-speed Railway[J].Railway Standard Design,2018(11): 108-113.
[2] 陈爱云. 宜万铁路岩溶隧道溶腔的组合超前地质钻探技术[J].铁道建筑,2016(3): 66-69.
Chen Aiyun. Combination of Advanced Geological Drilling Technologies for Detecting Karst Cavities in Tunnel of Yichang-Wanzhou Railway[J]. Railway Engineering,2016(3): 66-69.
[3] 苟德强,谢衔光. 岩溶隧道地质预报的几种主要方法及应用研究[J].铁道工程学报,2017(1): 75-80.
Go Deqiang, Xie Xianguang. Common Geological Prediction Methods and Its Application in Karst Tunnel[J]. Journal of Railway Engineering Society, 2017(1): 75-80.
[4] 周轮,李术才,许振浩,等. 隧道施工期超前预报地质雷达异常干扰识别及处理[J]. 隧道建设,2016(12): 119-122.
Zhou Lun, Li Shucai, Xu Zhenhao,etc. Interpretation and Treatment of Interfering Factors in Advance Geological Prediction by Ground Penetrating Radar of Tunnel Construction[J].Tunnel Construction, 2016(12): 119-122.
[5] 侯艳娟,张顶立,李奥. 隧道施工塌方事故分析与控制[J]. 现代隧道技术,2018(1): 45-52.
Hou Yanjuan, Zhang Dingli, Li Ao. Analysis and Control of Collapse Events during Tunnel Construction[J].Modern Tunnelling Technology, 2018(1): 45-52.
[6] 李建伟. 华北丘陵区某隧道岩溶发育特征及处理措施研究[J]. 铁道标准设计,2017(4):116-120.
Li Jianwei. Research on Karst Development Features and Treatment Measures of a Tunnel in Hilly Region of North China[J]. Railway Standard Design, 2017(4):116-120.
[7] 苏涛,侯俊敏,车立刚. 探地雷达在岩溶区隧道超前地质预报中的应用研究[J]. 公路工程,2018(4):53-56.
Su Tao, Hou Junmin, Che Ligang. Application of Ground-penetrating Radar in the Geological Prediction of Tunnel in Karst Area[J]. Highway Engineering, 2018(4): 53-56.
[8] 张继勋,刘秋生. 地下工程围岩稳定性分析方法现状与不足[J]. 水利科技与经济,2005(2):71-74.
Zhang Jixun, Liu Qiusheng. Analyzing Methods of Surrounding Rock Stability in Underground Engineering[J]. Water Conservancy Science and Technology and Economy, 2005(2):71-74.
{{custom_fnGroup.title_en}}
Footnotes
{{custom_fn.content}}