A Prediction Method for Maximum Height of Water Conducting Fracture Zone in Filling Mining

A water-conducting fracture zone and maximum height technology, applied in the direction of prediction, instrumentation, data processing applications, etc., can solve the problems of difficult to accurately find the corresponding relationship, complex underground stope stress, etc., and achieve easy observation, high accuracy, and method simple effect

Inactive Publication Date: 2018-08-17
SHANDONG UNIV OF SCI & TECH
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Problems solved by technology

[0005] Most of the traditional methods are calculated through mechanical relations. However, the stress in the underground stope is very complicated, and it is difficult to find the corresponding relation accurately.

Method used

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  • A Prediction Method for Maximum Height of Water Conducting Fracture Zone in Filling Mining
  • A Prediction Method for Maximum Height of Water Conducting Fracture Zone in Filling Mining
  • A Prediction Method for Maximum Height of Water Conducting Fracture Zone in Filling Mining

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Embodiment 1

[0078] Based on the Taiping Coal Mine, the development height of the water-conducting fracture zone in the filling mining of the 8305 working face of the Taiping Mine is predicted. The overlying strata of the 8305 working face are fine sandstone and mudstone, mainly fine sandstone.

[0079] According to the actual measurement data of Taiping Mine, the elastic modulus E is taken as 10.25Gp, the shear strength τ0 is taken as 36.12MPa, Poisson’s ratio μ is taken as 0.216, and the equivalent mining thickness of filling mining is M 等 is 0.43m, the fracture angle α is 70°, and the periodic pressure step distance c is 30m. Substituting it into the calculation formula for the maximum height of the water-conducting fracture zone in filling mining, the maximum height of the filling mining water-conducting fracture zone is calculated to be 7.34m.

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Abstract

The invention discloses a method for predicting the maximum height of a water-conducting fracture zone in filling mining. Assuming that no caving zone is generated during the advancing process of the working face, only crack zones and bending zones are generated as a precondition, and a guiding method for filling mining is established. The mathematical model for predicting the maximum height of the water crack zone uses the critical value of the roof deformation to judge the failure law of the rock formation in the limited space of excess stress, and judges whether the rock formation is damaged or not according to the critical value of the roof deformation. Therefore, compared with the prior art, it is more direct and convenient; the calculation formula for the maximum height of the water-conducting fracture zone in filling mining can be easily and accurately obtained, and the parameters in the formula are all easy to obtain, and the calculation result has a high degree of accuracy, which can be simple and direct , can quickly, effectively and accurately predict the maximum height of the water-conducting fracture zone, which is suitable for guiding actual production to achieve safe mining under water bodies.

Description

technical field [0001] The invention relates to a method for predicting the maximum height of a water-conducting fracture zone in filling mining, which belongs to the field of mining engineering. Background technique [0002] In the appendix of "Regulations for Coal Pillar Retention and Pressure Coal Mining in Buildings, Water Bodies, Railways, and Main Shafts" (2000) (hereinafter referred to as "Three Regulations"), the water-conducting cracks for all caving mining methods are proposed. The calculation formula for the zone height, the height of the water-conducting fracture zone is calculated according to the cumulative mining thickness, and the application range of the formula requires that the single-layer mining thickness is 1-3m, and the cumulative mining thickness does not exceed 15m. [0003] However, it does not clearly propose a method for predicting water-conducting fracture zones during filling mining, and the mining thickness during paste filling mining cannot be...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06Q10/04G06Q50/02
Inventor 郭忠平王玉成闫莎莎王凯杜兆文
Owner SHANDONG UNIV OF SCI & TECH
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