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Article

Study on Catastrophic Evolution Law of Water and Mud Inrush in Water-Rich Fault Fracture Zone of Deep Buried Tunnel

1
Faculty of Public Safety and Emergency Management, Kunming University of Science and Technology, Kunming 650093, China
2
Yunnan Construction Investment No. 6 Construction Co., Ltd., Yuxi 653199, China
3
Third Engineering Company of Yunnan Jiaotong Highway Construction Co., Ltd., Kunming 650103, China
4
Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing University, Shaoxing 312099, China
*
Author to whom correspondence should be addressed.
Buildings 2024, 14(7), 2220; https://doi.org/10.3390/buildings14072220
Submission received: 14 May 2024 / Revised: 12 July 2024 / Accepted: 14 July 2024 / Published: 19 July 2024

Abstract

To study the evolution law of water and mud inrush disasters in the fractured zones of water-rich faults in deep buried tunnels, a self-developed 3D physical model test system was used to conduct experimental research about the evolution process. Additionally, MIDAS GTS NX 2022 version was used to analyze the evolution laws of displacement, stress, pore water pressure, and seepage flow velocity during the excavation process. The findings indicate that in the model testing, tunnel excavation caused different changes in the stress magnitude of the surrounding rock at different positions. The pore water pressure increases correspondingly with the loading water pressure at the same location. The function relationship between the relative water pressure coefficient of any point in the outburst-prevention rock mass, and the vertical distance from that point to the upper boundary of the fault, was obtained through nonlinear fitting. In numerical simulation, excavation affects the vertical displacement of the arch vault more than the arch ring, while it has a greater impact on the horizontal displacement of the arch ring compared to the arch vault. The maximum and minimum principal stresses show significant changes; the pore water pressure at each monitoring point decreases with the increase in excavation distance. The flow velocity of seepage shows a trend of first increasing and then decreasing. The research results can provide relevant references for the prevention of water and mud inrush disasters in fault areas.
Keywords: deep buried tunnel; model test; water-rich fault fracture zone; water and mud inrush; MIDAS GTS NX deep buried tunnel; model test; water-rich fault fracture zone; water and mud inrush; MIDAS GTS NX

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MDPI and ACS Style

Guo, Y.; Li, S.; Mao, S.; Song, Q.; Zheng, L.; Yan, H.; Li, X.; Niu, Y. Study on Catastrophic Evolution Law of Water and Mud Inrush in Water-Rich Fault Fracture Zone of Deep Buried Tunnel. Buildings 2024, 14, 2220. https://doi.org/10.3390/buildings14072220

AMA Style

Guo Y, Li S, Mao S, Song Q, Zheng L, Yan H, Li X, Niu Y. Study on Catastrophic Evolution Law of Water and Mud Inrush in Water-Rich Fault Fracture Zone of Deep Buried Tunnel. Buildings. 2024; 14(7):2220. https://doi.org/10.3390/buildings14072220

Chicago/Turabian Style

Guo, Yanhui, Shunyin Li, Shilin Mao, Qin Song, Lei Zheng, Hang Yan, Xiaoqiang Li, and Yong Niu. 2024. "Study on Catastrophic Evolution Law of Water and Mud Inrush in Water-Rich Fault Fracture Zone of Deep Buried Tunnel" Buildings 14, no. 7: 2220. https://doi.org/10.3390/buildings14072220

APA Style

Guo, Y., Li, S., Mao, S., Song, Q., Zheng, L., Yan, H., Li, X., & Niu, Y. (2024). Study on Catastrophic Evolution Law of Water and Mud Inrush in Water-Rich Fault Fracture Zone of Deep Buried Tunnel. Buildings, 14(7), 2220. https://doi.org/10.3390/buildings14072220

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