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MODERN TUNNELLING TECHNOLOGY 2025, Vol. 62 Issue (3) :201-208    DOI:
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Experimental Study on Self-potential Response during Water Inrush Processes in Tunnels Crossing Fault Zones
(1. CCCC Second Highway Consultants Co., Ltd., Wuhan 430056; 2. College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu 610059)
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Abstract Analyzing the variation characteristics of groundwater flow field is crucial for monitoring and early warning of water inrush disasters. This study employed self-potential (SP) method in laboratory experiments to investigate water inrush processes during tunnel excavation through fault zones. The temporal evolution of SP signals was recorded, and the correlation between SP values and water inflow rates was statistically analyzed to elucidate the SP response mechanism during water inrush events, with numerical simulations conducted for validation. Key findings include: (1) SP variations become more pronounced closer to the water inrush section; (2) The rate of SP change exhibits high sensitivity to water inrush processes, effectively reflecting seepage velocity variations; (3) A significant negative correlation exists between SP values and water inflow rates (increased inflow corresponds to decreased SP); (4) SP signals demonstrate excellent response to both the location and magnitude of tunnel water inrush.
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ZHANG Hang1 TIAN Quan1 CHEN Liangqing1 HUANG Minyao2 LING Chengpeng2
KeywordsTunnel engineering   Fault zone   Water inrush   Self-potential (SP)   Laboratory experiment     
Abstract: Analyzing the variation characteristics of groundwater flow field is crucial for monitoring and early warning of water inrush disasters. This study employed self-potential (SP) method in laboratory experiments to investigate water inrush processes during tunnel excavation through fault zones. The temporal evolution of SP signals was recorded, and the correlation between SP values and water inflow rates was statistically analyzed to elucidate the SP response mechanism during water inrush events, with numerical simulations conducted for validation. Key findings include: (1) SP variations become more pronounced closer to the water inrush section; (2) The rate of SP change exhibits high sensitivity to water inrush processes, effectively reflecting seepage velocity variations; (3) A significant negative correlation exists between SP values and water inflow rates (increased inflow corresponds to decreased SP); (4) SP signals demonstrate excellent response to both the location and magnitude of tunnel water inrush.
KeywordsTunnel engineering,   Fault zone,   Water inrush,   Self-potential (SP),   Laboratory experiment     
Cite this article:   
ZHANG Hang1 TIAN Quan1 CHEN Liangqing1 HUANG Minyao2 LING Chengpeng2 .Experimental Study on Self-potential Response during Water Inrush Processes in Tunnels Crossing Fault Zones[J]  MODERN TUNNELLING TECHNOLOGY, 2025,V62(3): 201-208
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