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Coal pillar failure method for weakening potential failure surface of remaining coal pillar

A technology of leaving coal pillars and failure surfaces, which is applied in ground mining, earthwork drilling, and testing the strength of materials by applying a stable shear force. It can solve the problems of low safety, increased technical difficulty, and high cost, and achieve material reduction Usage amount, elimination of potential safety hazards, high safety effect

Active Publication Date: 2019-08-16
TAIYUAN UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] (1) High cost
The existing method does not make full use of the force of the top and bottom plates on the coal pillar, and only increases the amount of explosives, fracturing fluid, and low-temperature liquid nitrogen to achieve the overall crushing of the coal pillar, resulting in an excessive amount of materials required for coal pillar destruction and increased costs.
[0005] (2) High technical difficulty
The existing technical method is to destroy the integrity of the coal pillar through external force, so a large external force is needed to destroy the coal pillar, which increases the technical difficulty
[0006] (3) Low safety and poor effect
The prior art does not take the above factors into consideration, resulting in gas explosion in gobs that are prone to blasting, and there are great safety hazards; while in the process of hydraulic fracturing, fracturing fluid easily flows into gobs through coal pillar fissures, and the damage effect is very poor.

Method used

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  • Coal pillar failure method for weakening potential failure surface of remaining coal pillar
  • Coal pillar failure method for weakening potential failure surface of remaining coal pillar
  • Coal pillar failure method for weakening potential failure surface of remaining coal pillar

Examples

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Embodiment

[0046] The height a and width b of the rectangular coal pillar 2 of a certain mine are 3m and 5m, respectively, and the height c and width d of the lower coal seam roadway 5 are 3m and 4.5m, respectively. The bottom of the remaining coal pillar 2 and the roof of the lower coal seam 1 The vertical distance h is 20m, and the horizontal distance H from the 2 centroid of the remaining coal pillar to the 5 centroid of the lower coal mining roadway is 15m.

[0047] Drilling core for the remaining coal pillar 2 in the upper coal seam. Considering that the height-to-diameter ratio has a greater impact on the failure mode of the remaining coal pillar 2, the core must be processed into a specimen with the same height-diameter ratio as the coal pillar before proceeding. Uniaxial compression test, from the experimental point of view, it is determined that the failure mode conforms to the shear failure mode; further the variable angle shear test is performed to measure the internal friction an...

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Abstract

The invention belongs to the field of coal mines, and particularly relates to a coal pillar failure method for weakening a potential failure surface of a remaining coal pillar. The coal pillar failuremethod comprises the following steps that core drilling is performed on the remaining coal pillar of an upper layer to process a core into a test piece with the same height to diameter ratio as the remaining coal pillar for a uniaxial compression test to confirm whether the failure form conforms to the shear failure form or not, and if yes, a next step is performed; a variable angle shear test isperformed on the test piece to measure an internal friction angle phi, and an angle alpha between the failure surface of the test piece and the supporting pressure is calculated; the position and length of a weakened borehole are calculated according to the measurement results of the test piece and parameters of the remaining coal pillar and a lower coal seam roadway; a starting point of the weakened borehole is located on the side wall of the side, near the coal pillar, of the lower coal seam roadway, and the weakened borehole passes through the center of form of the remaining coal pillar; and according to the calculation result, the weakened borehole is drilled, so that the remaining coal pillar is destroyed under the action of the mine ground pressure. According to the coal pillar failure method for weakening the potential failure surface of the remaining coal pillar, the critical strength required for destroying the coal pillar can be reduced and the technical difficulty is reduced.

Description

Technical field [0001] The invention belongs to the field of coal mines, and in particular relates to a coal pillar destruction method for weakening the potential failure surface of the remaining coal pillars. By weakening the potential failure surface of the upper remaining coal pillars, the coal pillars are destroyed under the action of supporting pressure. Background technique [0002] Due to the limitation of mining level, equipment conditions, geological factors and other factors, a large number of coal pillars of various types are left in the coal mining process to support the roof, protect the upper coal roadway, and ensure safe production. These coal pillars will remain underground permanently and cannot be mined, resulting in a lot of waste of resources. More importantly, the existence of coal pillars will lead to stress concentration, causing abnormal pressure in the mining of the lower coal seam, and accidents such as pressure support, roof fall, and rock burst are pro...

Claims

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Application Information

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IPC IPC(8): E21C41/18G01N3/24
CPCE21C41/18G01N3/24G01N2203/0025
Inventor 张玉江刘喜凤王贵洲冯国瑞刘辉张帅袁红辉杜才溢白世民康立勋
Owner TAIYUAN UNIV OF TECH
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