Geological Safety of Water Inrush in Complex Seabed Mining: A Case Study of X Gold Mine

被引:0
作者
Liu, Jianshu [1 ]
Tan, Zhuoying [1 ]
Zhou, Zhi [1 ]
Tan, Naigen [1 ]
Hou, Chenglu [2 ]
Li, Wei [2 ]
Sun, Zhijie [2 ]
机构
[1] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Beijing 100080, Peoples R China
[2] Shandong Gold Min Laizhou Co Ltd, Sanshandao Gold Mine, Yantai 261442, Peoples R China
关键词
Geotechnical engineering; Fault activation; Water inrush research; Transient electromagnetic; Finite-element; Numerical simulation; ROCK; SIMULATION; STABILITY;
D O I
10.1007/s42461-025-01174-8
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
A portion of the X gold mine extends into the seabed, where the engineering geological conditions are characterized by complexity, predisposing the area to water inrush hazards. To mitigate the adverse effects of such hazards within the mining vicinity, a comprehensive approach involving the scanline method, transient electromagnetic method (TEM), and numerical simulation technique was employed. These methods were applied to assess and simulate conditions along the - 165-m horizontal tunnel in the mining area. The findings indicate that the primary geological structure of the rock strata within the L1# and L2# tunnels is predominantly layered, with partially developed joints, thereby augmenting the potential for slip and flexural overturning. Conversely, the risk of direct overturning is deemed negligible. TEM surveys revealed that the Quaternary (Q) layer has a thickness ranging from 0 to - 5 m, while the regolith extends from - 5 to - 40 m. The predominant rock types in this region are metamorphic feldspar and medium- to fine-grained monzonitic granite. The water-bearing zone spans from approximately - 40 to - 160 m, while the underlying anhydrous rock formation extends from - 160 to - 165 m. The theoretical calculation determines the relationship between the critical threshold of acceptable water pressure in the aquifer and the shortest propagation path of water inrush originating from the fault source. By monitoring the stress, displacement, and seepage behaviors within the roof, floor, and fault region of the tunnel, it is observed that the activation of the fault occurs once the excavation reaches a distance of 40 m from the fault. This activation establishes a hydraulic linkage with the aquifer, significantly amplifying the mining risk within the fault zone of the mining area. Henceforth, to uphold safety standards, vigilant monitoring of stress, displacement, and variations in water pressure at a distance of 40 m from the fault is imperative. Corresponding preventive measures must be promptly implemented to forestall the onset of water inrush incidents.
引用
收藏
页码:751 / 768
页数:18
相关论文
共 40 条
  • [1] Al-Mukhtar A., 2023, Proc Struct Integr, V47, P938, DOI [10.1016/j.prostr.2023.07.025, DOI 10.1016/J.PROSTR.2023.07.025]
  • [2] Simulation of the Crack Propagation in Rocks Using Fracture Mechanics Approach
    Al-Mukhtar, A. M.
    Merkel, B.
    [J]. JOURNAL OF FAILURE ANALYSIS AND PREVENTION, 2015, 15 (01) : 90 - 100
  • [3] A Comparison of Surface-to-Coal Mine Roadway TEM and Surface TEM Responses to Water-Enriched Bodies
    Chang, Jianghao
    Xue, Guoqiang
    Malekian, Reza
    [J]. IEEE ACCESS, 2019, 7 : 167320 - 167328
  • [4] Diffusion Law of Whole-Space Transient Electromagnetic Field Generated by the Underground Magnetic Source and Its Application
    Chang, Jianghao
    Yu, Jingcun
    Li, Juanjuan
    Xue, Guoqiang
    Malekian, Reza
    Su, Benyu
    [J]. IEEE ACCESS, 2019, 7 : 63415 - 63425
  • [5] Application of Short-Offset TEM (SOTEM) Technique in Mapping Water-Enriched Zones of Coal Stratum, an Example from East China
    Chen, Wei-ying
    Xue, G. Q.
    Muhammad, Younis Khan
    Gelius, L. J.
    Zhou, Nan-nan
    Li, Hai
    Zhong, Hua-sen
    [J]. PURE AND APPLIED GEOPHYSICS, 2015, 172 (06) : 1643 - 1651
  • [6] Study on constitutive model of fractured rock masses by using statistical strength theory
    Chen, Xin
    Gao, Wei
    He, Tianyang
    Ge, Shuangshuang
    Ma, Pengfei
    Zhou, Cong
    [J]. MATHEMATICAL METHODS IN THE APPLIED SCIENCES, 2023,
  • [7] Cheng H, 2021, Sci Tech Eng, V21, P2262, DOI [10.3969/j.issn.1671-1815.2021.06.019, DOI 10.3969/J.ISSN.1671-1815.2021.06.019]
  • [8] Joint inversion of TEM and DC in roadway advanced detection based on particle swarm optimization
    Cheng, Jiulong
    Li, Fei
    Peng, Suping
    Sun, Xiaoyun
    Zheng, Jing
    Jia, Jizhe
    [J]. JOURNAL OF APPLIED GEOPHYSICS, 2015, 123 : 30 - 35
  • [9] Back analysis of an ancient rockslide at Lake Fundudzi, Limpopo Province, South Africa
    Chiliza, S. G.
    Hingston, E. D. C.
    [J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2018, 77 (01) : 29 - 47
  • [10] Cui HY., 2022, J Jilin Univ (Earth Sci. Edi.), V52, P1314, DOI [10.13278/j.cnki.jjuese.20210241, DOI 10.13278/J.CNKI.JJUESE.20210241]