The Assessment and Evolution of Water-Conducting Rules under the Influence of Mining-Induced Stress

It is important to study the mechanism of water inrush on a seam floor by exploring the rules of permeability variations during rock deformation on the seam floor and in the course of fracturing as well as their responses to characteristics of the macromechanical environment such as mine ground pres...

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Main Authors: Feisheng Feng, Suping Peng, Wenfeng Du, Yunlan He, Shan Chong
Format: Article
Language:English
Published: Hindawi Limited 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/5920841
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spelling doaj-c6a49479082643e49b7f51bfc9539ef22020-11-25T02:49:12ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/59208415920841The Assessment and Evolution of Water-Conducting Rules under the Influence of Mining-Induced StressFeisheng Feng0Suping Peng1Wenfeng Du2Yunlan He3Shan Chong4State Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Beijing, Beijing 100083, ChinaState Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Beijing, Beijing 100083, ChinaState Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Beijing, Beijing 100083, ChinaState Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Beijing, Beijing 100083, ChinaState Key Laboratory of Coal Resources and Safe Mining, China University of Mining & Technology, Beijing, Beijing 100083, ChinaIt is important to study the mechanism of water inrush on a seam floor by exploring the rules of permeability variations during rock deformation on the seam floor and in the course of fracturing as well as their responses to characteristics of the macromechanical environment such as mine ground pressure, engineering geology, and fluid mechanics. First, through the analysis of bearing pressure changes in the process of exploiting the working face, a mechanical model for the seam floor above the confined water is established. Based on the graphic data-processing software Mathcad, the computational process and methods for assessing the vertical, horizontal, and shear stresses are provided together with the corresponding variation curve of the rock stratum 5 m below the floor, covering the entire process from a position 120 m away from the working face to a position 280 m behind it. Second, the permeability coefficients of different lithologies are measured in the laboratory. For rock stratum 5 m below the floor, the corresponding external loading path is set up according to its actual stress. The actual dynamic stress environment of the rocks is simulated, and their permeability characteristics are studied. In addition, based on data fitting, the permeability coefficient variations in the mining process are determined for a rock stratum 5 m below the floor. Finally, in accordance with the permeability variation law of the floor of the working face, the seam floor is divided into six areas, namely, the compression and expansion zone, the bed separation and expansion zone, the pressure relief zone, the compression zone, the stable recovery zone, and the stability zone. Thus, the water-resisting performance of the floor can be expressed more objectively.http://dx.doi.org/10.1155/2018/5920841
collection DOAJ
language English
format Article
sources DOAJ
author Feisheng Feng
Suping Peng
Wenfeng Du
Yunlan He
Shan Chong
spellingShingle Feisheng Feng
Suping Peng
Wenfeng Du
Yunlan He
Shan Chong
The Assessment and Evolution of Water-Conducting Rules under the Influence of Mining-Induced Stress
Advances in Civil Engineering
author_facet Feisheng Feng
Suping Peng
Wenfeng Du
Yunlan He
Shan Chong
author_sort Feisheng Feng
title The Assessment and Evolution of Water-Conducting Rules under the Influence of Mining-Induced Stress
title_short The Assessment and Evolution of Water-Conducting Rules under the Influence of Mining-Induced Stress
title_full The Assessment and Evolution of Water-Conducting Rules under the Influence of Mining-Induced Stress
title_fullStr The Assessment and Evolution of Water-Conducting Rules under the Influence of Mining-Induced Stress
title_full_unstemmed The Assessment and Evolution of Water-Conducting Rules under the Influence of Mining-Induced Stress
title_sort assessment and evolution of water-conducting rules under the influence of mining-induced stress
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2018-01-01
description It is important to study the mechanism of water inrush on a seam floor by exploring the rules of permeability variations during rock deformation on the seam floor and in the course of fracturing as well as their responses to characteristics of the macromechanical environment such as mine ground pressure, engineering geology, and fluid mechanics. First, through the analysis of bearing pressure changes in the process of exploiting the working face, a mechanical model for the seam floor above the confined water is established. Based on the graphic data-processing software Mathcad, the computational process and methods for assessing the vertical, horizontal, and shear stresses are provided together with the corresponding variation curve of the rock stratum 5 m below the floor, covering the entire process from a position 120 m away from the working face to a position 280 m behind it. Second, the permeability coefficients of different lithologies are measured in the laboratory. For rock stratum 5 m below the floor, the corresponding external loading path is set up according to its actual stress. The actual dynamic stress environment of the rocks is simulated, and their permeability characteristics are studied. In addition, based on data fitting, the permeability coefficient variations in the mining process are determined for a rock stratum 5 m below the floor. Finally, in accordance with the permeability variation law of the floor of the working face, the seam floor is divided into six areas, namely, the compression and expansion zone, the bed separation and expansion zone, the pressure relief zone, the compression zone, the stable recovery zone, and the stability zone. Thus, the water-resisting performance of the floor can be expressed more objectively.
url http://dx.doi.org/10.1155/2018/5920841
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