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Analysis of borehole stability during hydrothermal energy exploitation in underground mines
KTH, School of Architecture and the Built Environment (ABE), Sustainable development, Environmental science and Engineering, Water and Environmental Engineering. Key Laboratory of Deep Coal Resource Mining of Ministry of Education, School of Mines, China University of Mining and Technology, Xuzhou 221116, China.ORCID iD: 0000-0001-7871-3156
Key Laboratory of Deep Coal Resource Mining of Ministry of Education, School of Mines, China University of Mining and Technology, Xuzhou 221116, China.
Key Laboratory of Deep Coal Resource Mining of Ministry of Education, School of Mines, China University of Mining and Technology, Xuzhou 221116, China.
Key Laboratory of Deep Coal Resource Mining of Ministry of Education, School of Mines, China University of Mining and Technology, Xuzhou 221116, China.
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2026 (English)In: Energy, ISSN 0360-5442, E-ISSN 1873-6785, Vol. 352, article id 140947Article in journal (Refereed) Published
Abstract [en]

Hydrothermal energy exploitation in underground mines offers a promising approach to mitigate water inrush risk and facilitate geothermal energy utilization. Long-term geothermal water extraction induces coupled hydraulic erosion and damage effects that significantly affect borehole stability and threaten the safe and efficient operation of hydrothermal exploitation systems. To investigate the instability mechanism of boreholes during extraction, a coupled hydraulic erosion–damage model is developed based on the mass conservation equation, erosion constitutive relation, and Brinkman equation. This model is validated against laboratory tests and subsequently used to simulate the hydraulic and damage evolution around the borehole. Simulation results show that hydraulic erosion initiates at fracture boundaries, leading to porosity increases, and the regions of elevated porosity, flow velocity, and volume fraction of fluidized particles expand axially into the rock mass, with faster progression near the borehole wall. A damage-based instability criterion is proposed based on quantitative evaluation of the damaged zone evolution, which exhibits exponential growth with time. Sensitivity analyses show that reduced in-situ stress, increased extraction pressure, and larger borehole radius accelerate damage propagation, resulting in earlier onset of borehole instability. Finally, to enhance long-term borehole stability, pre-grouting in the drilling area and regular reinforcement of the borehole wall are recommended, especially under low in-situ stress, high extraction pressure, or large borehole radius.

Place, publisher, year, edition, pages
Elsevier BV , 2026. Vol. 352, article id 140947
Keywords [en]
Borehole stability, Damage evaluation, Hydraulic erosion, Hydrothermal energy exploitation, Underground mine
National Category
Geotechnical Engineering and Engineering Geology Water Engineering Energy Engineering Other Civil Engineering Earth Observation
Identifiers
URN: urn:nbn:se:kth:diva-379853DOI: 10.1016/j.energy.2026.140947ISI: 001740809700001Scopus ID: 2-s2.0-105034839317OAI: oai:DiVA.org:kth-379853DiVA, id: diva2:2054031
Note

QC 20260420

Available from: 2026-04-20 Created: 2026-04-20 Last updated: 2026-05-29Bibliographically approved

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Duan, HongyuZou, Liangchao

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