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首页> 外文期刊>Fresenius environmental bulletin >STUDY ON THE DEFORMATION LAW AND MECHANISM OF WEAKLY CEMENTED GAS DRAINAGE UNDER ENVIRONMENTALLY DEVELOPMENT PRINCIPLES
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STUDY ON THE DEFORMATION LAW AND MECHANISM OF WEAKLY CEMENTED GAS DRAINAGE UNDER ENVIRONMENTALLY DEVELOPMENT PRINCIPLES

机译:环境开发原则下弱水泥煤气排水的变形法和机理研究

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摘要

In view of the current research status that the deformation behavior and mechanism of the reservoir during the development of weakly cemented argillaceous gas drainage are not completely clear,this paper firstly conducts a study on coal and rock samples drilled at four depths in Wuhushan Coal Mine of Wuhai Energy Limited Company,Inner Mongolia,based on triaxial mechanical characteristic experiments.After the mechanical performance test,it is found that the cohesion of the coal seam is lower than 1.3 MPa,which is a weakly cemented coal seam.At the same time,based on the experimentally obtained mechanical parameters of the reservoir,a numerical simulation study of the coal compaction and deformation behavior during the CBM development process was carried out.The results of the study found that: (1) CBM development is the key to reservoir deformation,and the compaction and deformation of the reservoir in the vicinity of the wellbore are particularly serious.(2) There are great differences in the deformation behavior of the reservoir at different depths.The subsidence of the upper boundary of the reservoir will continue to intensify with the continuous development of gas drainage,and the maximum subsidence will eventually reach 8.13cm.However,the lower boundary of the reservoir will have an "upward arch" phenomenon in the early stage of development,and gradually turn into subsidence after the CBM development operation lasts for 50 days and continue to intensify.The final maximum subsidence of the lower boundary of the reservoir is only 3.98cm.This study can provide reference and support for the avoidance of surface collapse during the development of gas drainage and the design and optimization of gas drainage development programs.
机译:鉴于目前的研究状况,储层在弱胶泥泥质煤气排水过程中的变形行为和机制并不完全清楚,本文首先对武汉煤矿四个深度钻取的煤炭和岩石样品进行了研究内蒙古乌海能源有限公司基于三轴机械特性实验。机械性能试验后,发现煤层的凝聚力低于1.3MPa,这是一个弱煤层煤层。此时同时,基于水库的实验获得的机械参数,进行了CBM发育过程中煤压缩和变形行为的数值模拟研究。该研究结果发现:(1)CBM开发是水库变形的关键并且井筒附近的储存器的压实和变形尤为严重。(2)存在巨大差异在不同深度的储层的变形行为中。储层上边界的沉降将继续加剧瓦斯排水的持续发展,最大沉降最终将达到8.13厘米。无论储层的下边界将在初期开发的“向上拱”现象,逐步逐步沉降,持续50天,继续加剧。储层较低边界的最终最大沉降仅为3.98厘米。本研究可以提供参考和支持,以避免在燃气排水过程中避免表面塌陷以及瓦斯排水开发计划的设计和优化。

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