ZHOU Zong-qing, LI Li-ping, SHI Shao-shuai, et al. Study on tunnel water inrush mechanism and simulation of
seepage failure process[J]. 2020, 41(11): 3621-3631.
DOI:
ZHOU Zong-qing, LI Li-ping, SHI Shao-shuai, et al. Study on tunnel water inrush mechanism and simulation of
seepage failure process[J]. 2020, 41(11): 3621-3631.DOI: 10.16285/j.rsm.2020.0131.
Study on tunnel water inrush mechanism and simulation of
seepage failure process
In view of the two typical modes of water inrush disasters
progressive fracturing of rock mass and seepage failure of filling structure
the mechanism of progressive fracturing of rock mass under the combined effects of dynamic disturbance
excavation unloading and high water pressure is described. The seepage failure mechanism of the variable strength-variable permeability-variable viscosity of the filling structure under osmotic pressure is also expounded. For the variable viscosity mechanism of water inrush caused by seepage failure of filling structure
a qualitative simulation study on the effect of fluid viscosity on seepage failure mechanism is carried out using the DEM-CFD coupled simulation method. The effects of fluid viscosity on the average contact force
flow rate (flow velocity)
porosity
particle migration process
migration trajectory and critical hydraulic gradient of the simulation model are analyzed. The results show that the critical hydraulic gradient of fluid with low viscosity is smaller than that with high viscosity. In other words
seepage failure of filling structure is more likely to occur under the action of fluid flow with low viscosity; the average contact force is especially sensitive to the response of critical value of the hydraulic gradient
however it is difficult to be accurately reflected by the flow rate. Considering only the variable viscosity mechanism of water inrush due to seepage failure (regardless of the effect of increasing permeability)
as the viscous medium flows into water
the fluid viscosity would increase
but the flow velocity would decrease
and the combined action of these two changes would actually hinder the development of seepage failure process. Finally
the phenomenon of water inrush process in engineering scale is simulated using DEM-CFD method
and the formation and expansion process of the dominant channel of water inrush is reproduced. The problems of parameter selection and quantitative analysis are identified to realize the simulation of water inrush mechanism.
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology