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Numerical simulation-based simulation method for the whole process of grouting dynamics in gobs

A technology of numerical simulation and simulation method, applied in the field of goaf grouting dynamic whole process simulation, goaf grouting three-dimensional dynamic whole process simulation field, can solve the problems of uncombined numerical simulation, dynamic simulation has not been reported, etc. Fast speed, realistic visualization results, and simple production process effects

Active Publication Date: 2015-08-05
TIANJIN UNIV
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Problems solved by technology

[0006] In terms of grouting visualization, Xu Jie et al. developed an intelligent grouting recorder, which provides a useful reference for the visualization of the grouting process, but this method is mainly based on experiments and does not involve numerical simulation; Yan Shuwang et al. 3D visualization of the grouting process of soil slope bolt reinforcement, but without numerical simulation, only a schematic effect simulation
[0007] To sum up, the dynamic simulation of the whole process of grouting based on numerical simulation has not been reported yet.

Method used

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  • Numerical simulation-based simulation method for the whole process of grouting dynamics in gobs
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  • Numerical simulation-based simulation method for the whole process of grouting dynamics in gobs

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Embodiment Construction

[0056] The present invention uses the established complex engineering geological three-dimensional model and three-dimensional digital model as the carrier, based on the three-dimensional Bingham fluid k-ε turbulent closed mathematical model, carries out refined three-dimensional numerical simulation on the goaf grouting process, and combines the liquid Phase flow dynamic simulation, dynamic solution of grouting slurry and other technologies realize the 3D full-process dynamic simulation of goaf grouting process under complex engineering geological conditions, and provide fast, accurate and intuitive display of gob grouting process .

[0057] The overall technical process of the 3D dynamic whole-process simulation method based on numerical simulation of goaf grouting is shown in figure 1 , the method specifically includes:

[0058] (1) A three-dimensional grouting grid model coupled with complex stratum information in coal mine goafs;

[0059] (2) Three-dimensional mathemati...

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Abstract

The invention belongs to the field of goaf grouting visualization simulation. On the basis of a three-dimensional geometrical geological information model, a three-dimensional Bingham fluid mathematical model is established, and the three-dimensional dynamic overall process simulation of storm surge flood routing is realized according to a grouting numerical simulation result. In order to fulfill the aims, the invention adopts the technical scheme that a goaf grouting dynamic overall process simulation method based on numerical simulation comprises the following steps of: (1) establishing a grouting three-dimensional network model which is coupled with the complex stratum information of a goaf; (2) establishing a goaf grouting three-dimensional mathematical model; (3) dynamically simulating the grout flowing of the goaf; (4) performing goaf grouting dynamics calculation; and (5) performing post-processing and visualization output on three-dimensional dynamic overall process simulation. The goaf grouting dynamic overall process simulation method based on the numerical simulation is mainly applicable to the field of goaf grouting in an engineering technology.

Description

technical field [0001] The invention belongs to the field of visual simulation of goaf grouting, and relates to three-dimensional numerical simulation of goaf grouting and a numerical simulation-based three-dimensional dynamic whole-process simulation method of goaf grouting. Specifically, it involves a numerical simulation-based simulation method for the dynamic whole process of goaf grouting. Background technique [0002] Mined-out area refers to the area where the hollow area and its surrounding rock after the mining of the underground solid ore deposit are displaced, cracked, broken and collapsed due to instability, until the surface deformation and damage caused by the overall subsidence and bending of the overlying rock layer or scope. Due to the existence of gobs, the movement and subsidence of the ground surface are accompanied by continuous or discontinuous deformation. Coal mining subsidence damages the environment very seriously. Due to the large-scale and large...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F17/50G06T13/20
CPCY02A10/40
Inventor 王晓玲任炳昱佟大威王乾伟周正印
Owner TIANJIN UNIV
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