Abstract

The distributed optical fiber sensing (DOFS) is a technique that can obtain full spatial and temporal information concerning the behavior of a large range of measurand fields along a fiber path and realize the distributed monitoring of the overburden section under mining. To calculate the height of water-flowing fractured zone caused by the exploitation of coal, this study employed distributed optical fiber sensors with OSI-C-S optical frequency domain reflectometry (OFDR) technology and designed a similar-material model test based on the engineering geological conditions of Daliuta Coal Mine. Through the test, deformation characteristics of overlying strata were studied, the linear relationship was summarized between the strain gradient and the shear stress measured by fiber sensors when the rock layer cracks, and a method was proposed of using the measured strain to measure the height of the water-flowing fractured zone in overlying strata. The test results show that there are several locations where the sign of the shear stress changes (positive to negative or vice versa) in the overlying strata during the initial stage of coal seam mining. As the working face advanced, the change locations gradually concentrated at the place where the rock cracks. By identifying the breakpoints of the rock and the locations where the sign of the shear stress measured by fiber sensors changes, this paper calculated the height of the water-flowing fractured zone in Daliuta Coal Mine. After comparing the height with the abscission layer position in the model test and the predicted height by the empirical formulas in the specification, it has been found that the three results are basically consistent, which in turn verifies the accuracy of this method.

Highlights

  • After the coal seam is mined, the overlying strata gradually move to the gob

  • Because coal mines are widely distributed in China, and geological conditions, overburden structures, and mining techniques in different areas vary greatly, the existing proposed formulas are affected by regional parameters, hypothetical conditions, and applicability, cannot be used universally

  • Through making a similar-material test model and using optical frequency domain reflectometry (OFDR) technology, this study analyzed the deformation and failure characteristics of overburden under mining conditions, studied the strain distribution rules, explored the strain changes and shear stress sign changes when the rock cracks, and proposed a method of using the measured strain to measure the height of the water-induced fractured zone in overlying strata

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Summary

Introduction

After the coal seam is mined, the overlying strata gradually move to the gob. According to the severity of deformation and failure of the rock mass, the overlying strata in the gob can be divided into three zones: caving zone, fracture zone, and bending zone. According to the mining thickness of coal seam and the properties and distribution characteristics of overlying strata, many theoretical formulas for calculating the height of water-flowing fractured zones have been proposed [3,4,5]. Geofluids techniques for measuring the overburden deformation include loss observation of flush fluid, electromagnetic method, and borehole TV system These testing techniques have their own advantages and disadvantages depending on the geological conditions and mining conditions. Through making a similar-material test model and using optical frequency domain reflectometry (OFDR) technology, this study analyzed the deformation and failure characteristics of overburden under mining conditions, studied the strain distribution rules, explored the strain changes and shear stress sign changes when the rock cracks, and proposed a method of using the measured strain to measure the height of the water-induced fractured zone in overlying strata. This paper has provided theoretical basis and technical support for the identification of rock cracks and safe mining of coal mines

Theoretical Method to Measure the Height of the Water-Flowing Fractured Zone
Similar-Material Model Test of Coal Mining
Test Result Analysis
19.5 Fine sandstone Fine sandstone 6
Discussion
Conclusion
Full Text
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