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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2018-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/5920841 |
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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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