| China Geological Environment Monitoring Institute, China Geological Disaster Prevention Engineering Industry Association | Host |
| Citation: |
TAO Xiaohu, YE Ming, GONG Jianshi, WANG Hesheng, HU Xiaoyu. Analysis of the formation process of the covered karst ground collapse induced by groundwater changes based on the coupled LBM-DEM numerical simulation at micro scale[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(1): 124-131. doi: 10.16031/j.cnki.issn.1003-8035.202207027
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Analysis of the formation process of the covered karst ground collapse induced by groundwater changes based on the coupled LBM-DEM numerical simulation at micro scale
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Abstract
To investigate the hydraulic characteristics and soil behaviors during the formation of covered karst ground collapse induced by the groundwater changes, a 2D fluid-solid coupling model was developed based on discrete element method and lattice Boltzmann method. This model utilizes the linearly interpolated bounce-back scheme of Bouzidi and the momentum exchange method, allowing for the simulation of the formation of covered karst ground collapse from a microscopic perspective. Using the fluid-solid coupling model, an exploratory study was conducted to simulate the formation of covered karst ground collapse induced by a decrease in the hydraulic head of confined aquifers. Simulation results indicate that when the water level of a confined aquifer declines, the groundwater flow mainly affects the particles located above a cave opening and produces a downward force on the surrounding soil. When soil particles spall, the hydraulic heads at the positions of the spalled soil particles drop sharply. This results in a significant increase in the hydraulic gradient, causing the groundwater force on internal particles to sharply increase as well. As a result, the upper particles lose stability due to the combined force of groundwater dragging and gravitational force, which can lead to a gradual acceleration process of collapse. The research results provide valuable insights into the understanding of covered karst ground collapse formation induced by the groundwater changes.
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Keywords:
- covered karst ground collapse /
- groundwater /
- numerical simulation /
- LBM-DEM method /
- micro scale
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References
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TAO Xiaohu, YE Ming, GONG Jianshi, WANG Hesheng, HU Xiaoyu. Analysis of the formation process of the covered karst ground collapse induced by groundwater changes based on the coupled LBM-DEM numerical simulation at micro scale[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(1): 124-131. doi: 10.16031/j.cnki.issn.1003-8035.202207027
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Figure 1.
Schematic view of Bouzidi interpolation bounce-back diagram
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Figure 2.
The variation of horizontal force on solid particle introduced by water flow with different β
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Figure 3.
Modeling flowchart of covered karst ground collapse formation
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Figure 4.
Schematic view of LBM-DEM model of covered karst ground collapse
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Figure 5.
The process of covered karst ground collapse formation with declining confined water level
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Figure 6.
The variation of water pressure at different elevations of karst opening centerline during covered karst ground collapse formation
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Figure 7.
The variation of vertical force on the particles at karst opening centerline during covered karst ground collapse formation
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Figure 8.
The variation of vertical displacement of the particles at karst opening centerline during covered karst ground collapse formation