Large-scale model test for studying the water inrush during tunnel excavation in fault

被引:0
作者
Yingchao Wang
Fan Chen
Wanghua Sui
Fanshu Meng
Fan Geng
机构
[1] China University of Mining & Technology,State Key Laboratory for Geomechanics and Deep Underground Engineering
[2] China University of Mining & Technology,School of Mechanics & Civil Engineering
[3] Shanghai Baoye Group Corp.,School of Electrical and Power Engineering
[4] LTD,State Key Laboratory of Geomechanics and Geotechnical Engineering
[5] China University of Mining and Technology,undefined
[6] Chinese Academy of Sciences,undefined
来源
Bulletin of Engineering Geology and the Environment | 2022年 / 81卷
关键词
Tunnel engineering; Model test; Water-rich fault; Water inrush; Water-resistant strata;
D O I
暂无
中图分类号
学科分类号
摘要
Water-rich fault fracture zone is one of the main factors leading to water and mud inrush in tunnels, which has attracted wide attention of scholars. In order to investigate the fracture and water inrush mechanism of fault surrounding rock under the disturbance of tunnel excavation and water pressure, taking Qilian Mountain Tunnel as engineering background, the fracture of fault surrounding rock caused by tunnel excavation is studied based on the self-developed model test apparatus. The model test system was comprised of a water supply system, acrylic glass holding device, and collection system. The experiment smoothly and successfully reproduced the process of water inrush in front of the tunnel face caused by excavation unloading and water pressure, and the deforming performance and stress distribution of surrounding rock were investigated. According to the experimental phenomena and data analysis, the process of water inrush could be divided into three stages. In the first stage, the tunnel face changed from dry to wet with the tunnel excavation, and the water pressure, soil pressure, and displacement of monitoring points were nearly unchanged. In the second stage, the water seepage area spread to the whole tunnel face from the bottom, and finally water inrush occurred. And the water pressure and soil pressure of monitoring points were increased significantly. At the moment of water inrush, the displacement of monitoring point in fault increased instantaneously; the water-resistant strata have obvious instability characteristics. In the third stage, the water inflow and sand inflow become fewer and fewer over time. And the seepage pressure and soil pressure of monitoring points on the right side of the tunnel decrease firstly and then increase, while the seepage pressure and soil pressure of monitoring points on the left side of the tunnel decrease sharply. The results provide a valuable reference for the mechanism research of water inrush.
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共 65 条
[1]  
Bilhan O(2018)Experimental and CFD analysis of circular labyrinth weirs J Irrig Drain Eng 144 1-11
[2]  
Aydin MCM(2018)Numerical analysis of construction safety of Chaoyang tunnel under existing railway bridge on Beijing Railway Standard Design 62 109-114
[3]  
Emiroglu E(2019)Model test and numerical simulation research of water leakage in operating tunnels passing through intersecting faults Tunn Undergr Space Technol 94 10314-1495
[4]  
Miller CJ(2018)Using the schwarz alternating method to identify critical water-resistant thickness between tunnel and concealed cavity Adv Civil Eng 84 1482-665
[5]  
Chen YA(2016)Analysis of geological problems of railway tunnels: case study of typical tunnels Tunnel Construction 36 636-1685
[6]  
Gao CL(2012)Study on the water burst characteristics and risk aversion in water-enriched karst tunnel with high hydraulic pressure Disaster Adv 5 1680-42
[7]  
Zhou ZQ(2017)Model test to investigate waterproof-resistant slab minimum safety thickness for water inrush geohazards Tunneling and Underground Apace Technology 62 35-111
[8]  
Yang WM(2019)Development and application of catastrophic experiment system for water inrush in surrounding rock of deep tunnels Hazard Control in Tunnelling and Underground Engineering 1 102-63
[9]  
Lin CJ(2015)Model test study on surrounding rock deformation and failure mechanisms of deep roadways with thick top coal Tunn Undergr Space Technol 47 52-1594
[10]  
Lia LP(2018)Analysis on the precursor information of water inrush in karst tunnels: a true triaxial model test study Rock Mech Rock Eng 2 1582-11