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断层破碎带突水突泥演化特征试验研究 被引量:31
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作者 张庆艳 陈卫忠 +2 位作者 袁敬强 刘奇 荣驰 《岩土力学》 EI CAS CSCD 北大核心 2020年第6期1911-1922,1932,共13页
为了研究富水断层破碎带隧道突水突泥灾害演化机制,自行研制了一套可考虑质量迁移及地应力状态的大型室内突水突泥试验系统。利用该装置开展了不同水压加载方式、不同破碎带介质参数等条件的断层破碎带突水突泥灾害演化过程模拟试验。... 为了研究富水断层破碎带隧道突水突泥灾害演化机制,自行研制了一套可考虑质量迁移及地应力状态的大型室内突水突泥试验系统。利用该装置开展了不同水压加载方式、不同破碎带介质参数等条件的断层破碎带突水突泥灾害演化过程模拟试验。结果表明:(1)断层破碎带突水突泥灾害演化是渗流-侵蚀强耦合过程,在水压作用下,破碎带介质中的细颗粒首先发生迁移,导致充填介质孔隙结构增加,进而加速细颗粒流失,促使涌水率不断增长,随着细颗粒不断迁移流失,水流流态由层流转换为紊流,最终诱发突水突泥灾害;(2)破碎带介质初始孔隙率和施加水压越大越易诱发突水突泥,介质渗流演化特征越明显,渗流场参量如渗透率、孔隙率、雷诺数增加越快,且渗流场参量演化曲线出现突增现象;(3)梯度水压加载模式下断层破碎带介质较恒定水压加载条件下突水突泥演化特征更明显,介质发生突水突泥的临界水压更小。在此基础上,基于涌水率-时间(Q-t)、水力梯度-涌水率(i-Q)关系的流态转换分析和基于渗透率-水力梯度(k-i)关系的渗透性演化特征,建立了断层破碎带渗透演化特征概化模型。该研究结果对于断层破碎带突水突泥灾害演化机制与防治措施具有一定的理论指导价值。 展开更多
关键词 断层破碎带 试验研究 突水突泥 渗透演化特征
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煤岩渗透率各向异性模型及瓦斯抽采模拟研究 被引量:7
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作者 张浩浩 李胜 +3 位作者 范超军 王箫鹤 郭云峰 陶梅 《中国安全科学学报》 CAS CSCD 北大核心 2018年第12期109-115,共7页
为进一步明晰煤岩渗透率演化特征和基质瓦斯渗流对瓦斯抽采的影响,基于已有的基质瓦斯渗流流固耦合模型,考虑煤岩渗透率的各向异性特征,建立煤岩渗透率各向异性耦合模型;运用COMSOL Multiphysics软件,分析煤岩渗透率各向异性特征和基质... 为进一步明晰煤岩渗透率演化特征和基质瓦斯渗流对瓦斯抽采的影响,基于已有的基质瓦斯渗流流固耦合模型,考虑煤岩渗透率的各向异性特征,建立煤岩渗透率各向异性耦合模型;运用COMSOL Multiphysics软件,分析煤岩渗透率各向异性特征和基质瓦斯渗流对瓦斯抽采的影响。研究结果表明:随着渗透率各向异性系数的增大,基质与裂隙渗透率比例系数降低,瓦斯抽采效果明显降低;基质瓦斯渗流量比重最大值随各向异性系数的增大而增大,但在抽采中后期渗流量比重逐渐趋于稳定,且稳定在0. 1%左右;基质瓦斯渗流项在瓦斯抽采中某一特定阶段有促进作用。 展开更多
关键词 瓦斯抽采 渗透率各向异性 流固耦合 基质瓦斯渗流 渗透演化特征
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Permeability and pressure distribution characteristics of the roadway surrounding rock in the damaged zone of an excavation 被引量:7
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作者 Xue Yi Gao Feng +1 位作者 Liu Xingguang Liang Xin 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第2期211-219,共9页
Research on the permeability and pressure distribution characteristics of the roadway surrounding rock in the excavation damaged zone(EDZ) is beneficial for the development of gas control technology. In this study, an... Research on the permeability and pressure distribution characteristics of the roadway surrounding rock in the excavation damaged zone(EDZ) is beneficial for the development of gas control technology. In this study, analytical solutions of stress and strain of the roadway surrounding rock were obtained, in which the creep deformation and strain softening were considered. Using the MTS815 rock mechanics testing system and a gas permeability testing system, permeability tests were conducted in the complete stress-strain process, and the evolution characteristics of permeability and strain were studied over the whole loading process. Based on the analytical solutions of stress and strain and the governing equation of gas seepage flow, this paper proposes a hydro-mechanical(HM) model, which considers three different zones around the roadway. Then the gas flow process in the roadway surrounding rock in three different zones was simulated according to the engineering geological conditions, thus obtaining the permeability and pressure distribution characteristics of the roadway surrounding rock in three different zones. These results show that the surrounding rock around the roadway can be divided into four regions-the full flow zone(FFZ), flow-shielding zone(FSZ), transitive flow zone(TFZ), and in-situ rock flow zone(IRFZ). These results could provide theoretical guidance for the improvement of gas extraction and gas control technology. 展开更多
关键词 Roadway Excavation damaged zone Viscoelastic-plastic analysis Gas flow model Permeability
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