›› 2018, Vol. 39 ›› Issue (1): 191-198.doi: 10.16285/j.rsm.2016.0074

• 基础理论与实验研究 • 上一篇    下一篇

复杂应力路径下原煤力学与渗透特性试验

刘 超1, 2, 3,黄 滚1, 2, 3,赵宏刚1, 2, 3,宋真龙1, 2, 3,张 驰1, 2, 3,俞 欢1, 2, 3   

  1. 1. 重庆大学 煤矿灾害动力学与控制国家重点实验室,重庆 400030;2. 重庆大学 资源及环境科学学院,重庆 400030; 3. 重庆大学 复杂煤气层瓦斯抽采国家地方联合工程实验室,重庆 400030
  • 收稿日期:2016-01-28 出版日期:2018-01-10 发布日期:2018-06-06
  • 通讯作者: 黄滚,博士,教授,博士生导师,主要从事矿山岩石力学与煤矿安全方面教学与研究工作。E-mail: hg023@126.com E-mail:1712594246@qq.com
  • 作者简介:刘超,1990年生,硕士,主要从事矿山岩石力学、煤矿灾害动力学与控制方面的研究。
  • 基金资助:

    国家自然科学基金项目(No. 51434003,No. 51374256,No. 51674049,No.51174241)。

Tests on mechanical and permeability characteristics of raw coal under complex stress paths

LIU Chao1, 2, 3, HUANG Gun1, 2, 3, ZHAO Hong-gang1, 2, 3, SONG Zhen-long1, 2, 3, ZHANG Chi1, 2, 3, YU Huan1, 2, 3   

  1. 1. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400030, China; 2. College of Resources and Environmental Sciences, Chongqing University, Chongqing 400030, China; 3. State and Local Joint Engineering Laboratory of Methane Drainage in Complex Coal Gas Seam, Chongqing University, Chongqing 400030, China
  • Received:2016-01-28 Online:2018-01-10 Published:2018-06-06
  • Supported by:

    This work was supported by the National Science Foundation of China (51434003, 51374256, 51674049, 51174241).

摘要: 运用自主研制的煤岩热流固耦合试验系统,以原煤为研究对象,进行轴压、围压分别循环加卸载试验,分析在轴压和围压的作用下原煤的力学特性和渗透特性。研究结果表明:随着轴压加载程度的增大,轴压加载过程中的塑性变形程度也增大。通过定义累积塑性变形量??、累积渗透率变化量?K、累积体应变变化量??V得出:在轴压循环加卸载至较低程度时,径向累积塑性变形量??3和轴向累积塑性变形量??1对?K的影响大致相同;随着轴压循环加卸载至更高的应力,??3对相同?K的变化相较?ε1更敏感,从??V在完全由??1、2??3的影响这一极限假设情况下,径向变形量相较轴向还是更敏感。轴压完成加卸载并保持不变,轴向变形随围压的加卸载呈线性减小。而径向变形与围压在加卸载时也具有很好的线性拟合关系,径向变形随围压加卸载呈“V”形变化,渗透率呈倒“V”形变化。在轴压加载值较小时,对围压进行加卸载时,围压对煤样的塑性发展影响不大。

关键词: 塑性变形程度, 累积塑性变形量, 敏感, 线性拟合, 围压作用, 轴压作用

Abstract: A series of cyclic loading and unloading tests on raw coal is conducted under the conditions of axial compression and confining pressure using self-developed servo-controlled seepage equipment for thermal-hydro-mechanical coupling of coal. The mechanical properties and permeability characteristics of coal are analyzed under different axial compressions and confining pressures. The results show that the plastic deformation degree SD increases with the increase of axial compression degree. Cumulative plastic deformation ??, cumulative amount of permeability variation ?K and cumulative volumetric strain variation ??V are defined, and some conclusions are drawn with the use of those parameters. At a relatively low level of axial loading-unloading, the cumulative plastic deformation δε3 and δε1 have the same effect on the cumulative permeability variation ?K; with the increase of ?1, ??3 is more sensitive to the change of ?K than ??1. Assuming an extreme scenario, i.e., ??V is determined only by ??1 and 2??3, the radial deformation is found more sensitive than axial deformation. The axial compression remains constant, and the axial deformation decreases linearly with the change of confining pressure. Radial deformation ?3 and ?3 also has a good linear fit. ?3 presents V-shape, and the permeability exhibits inverted V-shape. When axial load is at a low level, the loading-unloading of confining pressure does not have a significant impact on the development of plastic deformation.

Key words: plastic deformation degree, cumulative plastic deformation, sensitive, linear fitting, confining pressure, axial compression

中图分类号: 

  • TD 712

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