ORIGINAL RESEARCH
Failure Analysis and Treatment of Tunnel Collapse in Weathered Andesite Strata: A Case Study
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1
Road & Bridge International Co., LTD., Beijing, 100027, China
 
2
China Communication North Road & Bridge Co., LTD., Beijing, 100027, China
 
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Hubei University of Arts and Science, Xiangyang 441053, China
 
 
Submission date: 2023-12-10
 
 
Final revision date: 2024-03-17
 
 
Acceptance date: 2024-04-13
 
 
Online publication date: 2024-06-28
 
 
Publication date: 2025-01-09
 
 
Corresponding author
Fei Zhou   

Hubei University of Arts and Science, China
 
 
Pol. J. Environ. Stud. 2025;34(2):1151-1165
 
KEYWORDS
TOPICS
ABSTRACT
Based on the Guogaibu tunnel in weathered andesite strata, the characteristics, failure mechanisms, and treatments were investigated. Firstly, the on-site monitoring findings indicated large deformation in the tunnel vault accompanied by the local falling blocks, ultimately resulting in a collapse. Then, laboratory tests were conducted to investigate the failure mechanism. It indicated that the mineral mass of the rock gradually dissolved and microcracks gradually expanded, which was prompted by the combined effects of weathering and groundwater erosion, resulting in a decrease in the strength of andesite, especially in shear strength. Tree factors attributed to collapse include weathering effects, groundwater, and insufficient support. Based on the results, treatment measures such as tunnel circumferential grouting and advanced support were implemented to enhance the overall stability of the tunnel. Finally, on-site monitoring was carried out to investigate the effectiveness of treatments. It revealed that the treatment measures were effective for the stability of the surroundings. The failure analysis method and the implementation of treatment measures can provide guidance for the prevention and control of tunneling in weathered andesite tunnels.
CONFLICT OF INTEREST
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
REFERENCES (41)
1.
QIU J.L., LIU D.D., ZHAO K., LAI J.X., WANG X.L., WANG Z.C., LIU T. Influence spatial behavior of surface cracks and prospects for prevention methods in shallow loess tunnels in China. *Tunnelling and Underground Space Technology*, 143, 105453, 2024. <https://doi.org/10.1016/j.tust...>.
 
2.
YUAN P.L., ZHANG B.D., YANG Y.T., JIANG T.F., LI J., QIU J.L., HE H.J. Application of polymer cement repair mortar in underground engineering: A review. *Case Studies in Construction Materials*, 19, e02555, 2023. <https://doi.org/10.1016/j.cscm...>.
 
3.
QIU J.L., LIU Y.H., QIAN X.Y., MA C., LIU J., LIU T., HAN H.X., MA P.G. Guarantee rate statistics and product-moment correlation analysis of the optimal deformation allowance for loess tunnel in China. *Environmental Earth Sciences*, 83, 11263, 2024.
 
4.
LI Z.H., MA E.L., LAI J.X., SU X.L. Tunnel deformation prediction during construction: An explainable hybrid model considering temporal and static factors. *Computers & Structures*, 294, 207276, 2024. <https://doi.org/10.1016/j.comp...>.
 
5.
QIN Y.W., CHEN Y.H., LAI J.X., QIU J.L., WANG Z.C., LIU T., ZAN W\.B. Failures in loess slope-tunnel system: An overview of trigging sources, acting mechanism and mitigation strategies. *Engineering Failure Analysis*, 158, 107996, 2024. <https://doi.org/10.1016/j.engf...>.
 
6.
ZAN W\.B., LAI J.X., ZHANG W\.J., YANG Q., QIN Y.W., SU X.L. Experimental and applied research on similar materials to granular mixtures for the solid-liquid coupling model test of an underwater tunnel. *Construction and Building Materials*, 416, 135170, 2024. <https://doi.org/10.1016/j.conb...>.
 
7.
ZUO Q.J., WU L., LIN C.Y., XU C.M., LI B., LU Z.L., YUANG Q. Collapse mechanism and treatment measures for tunnel in water-rich soft rock crossing fault. *Chinese Journal of Rock Mechanics and Engineering*, 35, (02), 369, 2016.
 
8.
XUE Y.G., LI X.G., LI G.K., QIU D.H., GONG H.M., KONG F.M. An analytical model for assessing soft rock tunnel collapse risk and its engineering application. *Geomechanics and Engineering*, 23, 5, 441, 2020. <https://doi.org/10.1111/rmir.1...>.
 
9.
LIU N.F., Li N., LI G.F., RAN J.X., DENG B.Y. Analysis of the collapse mechanism of the kuyu water conveyance tunnel and assessment of the effectiveness of its ground reinforcements. *Chinese Journal of Rock Mechanics and Engineering*, 12, 2531, 2015.
 
10.
MA E.L., LAI J.X., XU S.S., SHI X.H., ZHANG J., ZHONG Y.J. Failure analysis and treatments of a loess tunnel being constructed in ground fissure area. *Engineering Failure Analysis*, 134, 10603, 2022.
 
11.
CHEN L.L., WANG Y.Q., WANG Z.F., CHANG H.T., FAN F.F. Diffusion resisting performance of concrete modified with sodium methyl silicate in saline soil area. *Construction and Building Materials*, 350, 128767, 2022. <https://doi.org/10.1016/j.conb...>.
 
12.
LEICHNITZ W. Analysis of collapses on tunnel construction sites on the new lines of the German federal railway. *Tunnelling and Underground Space Technology*, 5, 3, 199, 1990.
 
13.
FRALDI M., GUARRACINO F. Analytical solutions for collapse mechanisms in tunnels with arbitrary cross sections. *International Journal of Solids and Structures*, 47, 2, 2010.
 
14.
FRALDI M., GUARRACINO F. Limit analysis of collapse mechanisms in cavities and tunnels according to the Hoek-Brown failure criterion. *International Journal of Rock Mechanics and Mining Sciences*, 46, 4, 665, 2009. <https://doi.org/10.1016/j.ijrm...>.
 
15.
SHIN H.S., KWON Y.C., JUNG Y.S., BAE G.J., KIM Y.G. Methodology for quantitative hazard assessment for tunnel collapses based on case histories in Korea. *International Journal of Rock Mechanics and Mining Sciences*, 46, 6, 1072, 2009.
 
16.
YANG X.L., HUANG F. Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion. *Tunnelling and Underground Space Technology*, 26, 6, 686, 2011. <https://doi.org/10.1016/j.tust...>.
 
17.
HUANG F., YANG X.L. Upper bound limit analysis of collapse shape for circular tunnel subjected to pore pressure based on the Hoek-Brown failure criterion. *Tunnelling and Underground Space Technology*, 26, 5, 614, 2011. <https://doi.org/10.1016/j.tust...>.
 
18.
WANG J.L., CHEN J.P., SU S.R., YANG J. Discrete element study on collapse mechanism of jointed rock tunnel. *Journal of China University of Mining and Technology*, 162, 03, 316, 2008.
 
19.
LU Y.Y., CHEN L.Y., FENG W\.Q., CHAI B.L., ZHOU D.P. Bolt-shotcrete support and small pipe grouting technology used in treating tunnel collapse. *Journal of Chongqing University*, 32, 05, 572, 2009.
 
20.
LAI J.X., WANG X., QIU J.L., CHEN J.X., HU Z., WANG H. Extreme deformation characteristics and countermeasures for a tunnel in difficult grounds in southern Shaanxi, China. *Environmental Earth Sciences*, 77, 19, 706, 2018.
 
21.
NIU F.Y., LIU Y.H., XUE F.C., SUN H., LIU T., HE H.J., KONG X.G., CHEN Y.T., LIAO H.J. Ultra-high performance concrete: A review of its material properties and usage in shield tunnel segment. *Case Studies in Construction Materials*, 2024 \[In press].
 
22.
WANG D.K., LUO J.J., SHEN K.M., GAO L.P., LI F.L., WANG L. Analysis of the causes of the collapse of a deep-buried large cross-section of loess tunnel and evaluation of treatment measures. *Applied Sciences*, 12, 161, 2022. <https://doi.org/10.3390/app120...>.
 
23.
WANG K., WANG L.G., REN B. Failure mechanism analysis and support technology for roadway tunnel in fault fracture zone: A case study. *Energies*, 14, 3767, 2021. <https://doi.org/10.3390/en1413...>.
 
24.
SHAO K.S., LI A.J., CHEN C.N., CHUNG C.H., LEE C.F., KUO C.P. Investigations of a weathered and closely jointed rock slope failure using back analyses. *Sustainability*, 13, 13452, 2021. <https://doi.org/10.3390/su1323...>.
 
25.
KOLZENBURG S., HEAP M.J., LAVALLEE Y., RUSSELL J.K., MEREDITH P.G., DINGWELL D.B. Strength and permeability recovery of tuffisite-bearing andesite. *Solid Earth*, 3, 191, 2012. <https://doi.org/10.5194/se-3-1...>.
 
26.
TURICHSHEV A., HADIGEORGIOU J. Triaxial compression experiments on intact veined andesite. *International Journal of Rock Mechanics and Mining Sciences*, 86, 179, 2016. <https://doi.org/10.1016/j.ijrm...>.
 
27.
KAPLAN C.D., MURTEZAOGLU F., IPEKOGLU B., BOKE H. Weathering of andesite monuments in archaeological sites. *Journal of Cultural Heritage*, 14, 3, E77, 2013. <https://doi.org/10.1016/j.culh...>.
 
28.
MAODIN M.A., ARIADI S.D., VERLANDI G.S. Analysis of Andesite Rock Slope Stability with Bishop Method. *IOP Conference Series: Earth and Environmental Science*, 1, 1175, 012007, 2023. <https://doi.org/10.1088/1755-1...>.
 
29.
JAMTVEIT B., KOBCHENKO M., AUSTRHEIM H., MALTHE S.A., ROYNE A., SVENSEN H. Porosity evolution and crystallization-driven fragmentation during weathering of andesite. *Journal of Geophysical Research: Solid Earth*, 116, B12, 2011.
 
30.
YAVUZ H. Effect of freeze-thaw and thermal shock weathering on the physical and mechanical properties of an andesite stone. *Bulletin of Engineering Geology and the Environment*, 70, 187, 2011. <https://doi.org/10.1007/s10064...>.
 
31.
ZAN W\.B., LIU L.J., LAI J.X., WANG E.B., ZHOU Y.P., YANG Q. Deformation failure characteristics of weathered phyllite tunnel and variable-stiffness support countermeasures: A case study. *Engineering Failure Analysis*, 153, 107553, 2023. <https://doi.org/10.1016/j.engf...>.
 
32.
CHEN L.L., WANG Z.F., WANG Y.Q., BAI X.T., LAI J.X. Characteristics and failure analysis of a railway tunnel collapse influenced by cavity in phyllite strata. *Engineering Failure Analysis*, 142, 106794, 2022. <https://doi.org/10.1016/j.engf...>.
 
33.
HASHIBA K., FUKUI K., KATAOKA M., CHU S.Y. Effect of water on the strength and creep lifetime of andesite. *International Journal of Rock Mechanics and Mining Sciences*, 108, 37, 2018. <https://doi.org/10.1016/j.ijrm...>.
 
34.
BAO T.S., HASHIBA K., FUKUI K. Effects of water saturation and loading rate on direct shear tests of andesite. *Journal of Rock Mechanics and Geotechnical Engineering*, 14, 2, 653, 2022. <https://doi.org/10.1016/j.jrmg...>.
 
35.
LI E.Q., WEI Y.Q., CHEN Z.Y., ARCHBOLD P., MULLARNEY B. Experimental study on tensile characteristics of layered carbonaceous slate subject to Water-Rock Interaction and weathering. *Sustainability*, 15, 1, 885, 2023. <https://doi.org/10.3390/su1501...>.
 
36.
CHEN L.L., WANG Y.Q., MA E.L., WANG Z.F. Failure analysis and countermeasures of highway tunnel crossing fault fracture zone in coal-bearing strata: A case study. *Engineering Failure Analysis*, 143, 106800, 2023. <https://doi.org/10.1016/j.engf...>.
 
37.
CHEN L.L., WANG Y.Q., WANG Z.F., FAN F.F., LIU Y. Characteristics and treatment measures of tunnel collapse in fault fracture zone during rainfall: A case study. *Engineering Failure Analysis*, 145, 107002, 2023. <https://doi.org/10.1016/j.engf...>.
 
38.
YANG J.H., SHEN K., ZHOU J., XUE Y.D. Mechanism analysis and prevention of tunnel collapse through the fractured zone of the water‑rich fault. *Journal of Engineering Geology*, 31, 01, 248, 2023.
 
39.
CHEN L.L., WANG Z.F., WANG Y.Q. Failure analysis and treatments of tunnel entrance collapse due to sustained rainfall: a case study. *Water*, 14, 16, 2486, 2022. <https://doi.org/10.3390/w14162...>.
 
40.
YANG S.Q., CHEN M., FANG G., WANG Y.C., MENG B., LI Y.H., JING H.W. Physical experiment and numerical modelling of tunnel excavation in slanted upper‑soft and lower‑hard strata. *Tunnelling and Underground Space Technology*, 82, 248, 2018. <https://doi.org/10.1016/j.tust...>.
 
41.
WANG K., TIAN C.C., FAN H.B. Analysis of the prereinforcement effect of horizontal rotary jet grouting piles in soft soil layers of tunnels. *Highway*, 60, 05, 233, 2015.
 
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