岩土力学 ›› 2019, Vol. 40 ›› Issue (11): 4289-4298.doi: 10.16285/j.rsm.2018.1664

• 基础理论与实验研究 • 上一篇    下一篇

采掘扰动与温度耦合影响下工作面 前方煤体渗透率模型研究

荣腾龙1,周宏伟2, 3,王路军1,任伟光1,王子辉1,苏腾1   

  1. 1. 中国矿业大学(北京) 力学与建筑工程学院,北京 100083;2. 中国矿业大学(北京) 能源与矿业学院,北京 100083; 3. 中国矿业大学(北京) 煤炭资源与安全开采国家重点实验室,北京 100083
  • 收稿日期:2018-09-09 出版日期:2019-11-11 发布日期:2019-11-13
  • 通讯作者: 周宏伟,男,1965年生,博士,教授,博士生导师,主要从事工程力学与岩石力学方面的教学与研究工作。E-mail: zhw@cumtb.edu.cn E-mail: rongtenglong@126.com
  • 作者简介:荣腾龙,男,1988年生,博士研究生,主要从事深部煤体多场耦合及瓦斯渗流方面的研究工作
  • 基金资助:
    国家重点研发计划(No. 2016YFC0600704);国家自然科学基金资助项目(No. 51674266);中国矿业大学(北京)越崎杰出学者奖励计划

Study on coal permeability model in front of working face under the influence of mining disturbance and temperature coupling

RONG Teng-long1, ZHOU Hong-wei2, 3, WANG Lu-jun1, REN Wei-guang1, WANG Zi-hui1, SU Teng1   

  1. 1. School of Mechanics and Civil Engineering, China University of Mining & Technology(Beijing), Beijing 100083, China; 2. School of Energy and Mining Engineering, China University of Mining and Technology(Beijing), Beijing 100083, China; 3. State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Beijing 100083, China
  • Received:2018-09-09 Online:2019-11-11 Published:2019-11-13
  • Supported by:
    This work was supported by the National Key R&D Program of China(2016YFC0600704), the National Natural Science Foundation of China (51674266) and the Fund of Yueqi Outstanding scholars from China University of Mining and Technology (Beijing).

摘要: 为了探究采掘扰动和温度变化对工作面前方煤体渗透率的影响,将引起煤体裂隙变形的因素划分为有效应力、吸附解吸和热膨胀3部分。基于损伤力学、吸附理论和热应力理论推导出了采掘扰动与温度耦合作用下煤体裂隙应变表达式,进而构建了采掘扰动与温度耦合影响下工作面前方煤体渗透率模型。结合改变温度、同时改变扰动应力和温度的两种渗透率试验结果对所建立的模型适用性进行了拟合分析,并对模型中的参数敏感性进行了讨论。结果表明:所构建的煤体渗透率模型可以较好地描述采掘扰动与温度耦合影响下煤体渗透率的演化过程;在同一温度下,煤体渗透率随着内膨胀应变系数的增大而增大,随着热内膨胀应变系数的增大而减小。研究结果可为煤炭开采及瓦斯抽采的工作提供指导。

关键词: 煤体渗透率模型, 采掘扰动, 温度, 耦合损伤, 裂隙应变

Abstract: To study the influence of mining disturbance and temperature on coal permeability in front of the working face, the fracture deformation factors caused by mining stress and temperature were divided into three parts: effective stress, adsorption and thermal expansion. The fracture strain expression was derived from damage mechanics, adsorption theory and thermal stress theory. The expression included the coupling damage effect of disturbance stress and temperature. Furthermore, the permeability model of coal under the influence of mining disturbance and temperature was established. The permeability model was verified and analyzed according to two permeability tests. One was changing temperature and the other was changing the disturbance stress and temperature simultaneously. In addition, the parameter sensitivity was also analyzed. The results show that the model can well represent the evolution process of coal permeability with the mining disturbance and temperature effect. Under the same temperature, permeability increases with the increase of internal swelling ratio. Permeability decreases with the increase of thermal internal swelling ratio. The research results will provide useful reference for the development of coal mining and gas extraction technology.

Key words: coal permeability model, mining disturbance, temperature, coupling damage, fracture strain

中图分类号: 

  • TD 712
[1] 郤保平, 吴阳春, 王帅, 熊贵明, 赵阳升, . 热冲击作用下花岗岩力学特性及其随冷却温度 演变规律试验研究[J]. 岩土力学, 2020, 41(S1): 83-94.
[2] 张科, 李娜, 陈宇龙, 刘文连, . 裂隙砂岩变形破裂过程中应变场及红外辐射 温度场演化特征研究[J]. 岩土力学, 2020, 41(S1): 95-105.
[3] 徐衍, 周晓敏, 和晓楠, 吴涛, 张建岭, 李森. 矿山竖井井壁与围岩热−固耦合作用分析[J]. 岩土力学, 2020, 41(S1): 217-226.
[4] 周祥运, 孙德安, 罗汀. 核废料处置库近场温度半解析研究[J]. 岩土力学, 2020, 41(S1): 246-254.
[5] 骆赵刚, 汪时机, 杨振北, . 膨胀土湿干胀缩裂隙演化及其定量分析[J]. 岩土力学, 2020, 41(7): 2313-2323.
[6] 胡田飞, 王天亮, 常键, 刘建勇, 卢玉婷, . 基于有限体积法的冻土水热耦合程序开发及验证[J]. 岩土力学, 2020, 41(5): 1781-1789.
[7] 孟祥传, 周家作, 韦昌富, 张坤, 沈正艳, 杨周洁, . 盐分对土的冻结温度及未冻水含量的影响研究[J]. 岩土力学, 2020, 41(3): 952-960.
[8] 陈卫忠, 李翻翻, 雷江, 于洪丹, 马永尚, . 热−水−力耦合条件下黏土岩蠕变特性研究[J]. 岩土力学, 2020, 41(2): 379-388.
[9] 徐云山, 孙德安, 曾召田, 吕海波, . 膨润土热传导性能的温度效应[J]. 岩土力学, 2020, 41(1): 39-45.
[10] 宋勇军, 杨慧敏, 张磊涛, 任建喜. 冻结红砂岩单轴损伤破坏CT实时试验研究[J]. 岩土力学, 2019, 40(S1): 152-160.
[11] 刘伟俊, 张晋勋, 单仁亮, 杨昊, 梁辰, . 渗流作用下北京砂卵石地层多排管局部 水平冻结体温度场试验[J]. 岩土力学, 2019, 40(9): 3425-3434.
[12] 方金城, 孔纲强, 陈斌, 车平, 彭怀风, 吕志祥, . 混凝土水化作用对群桩热力学特性影响现场试验[J]. 岩土力学, 2019, 40(8): 2997-3003.
[13] 尹黎阳, 唐朝生, 谢约翰, 吕超, 蒋宁俊, 施斌, . 微生物矿化作用改善岩土材料性能的影响因素[J]. 岩土力学, 2019, 40(7): 2525-2546.
[14] 贺桂成, 廖家海, 李丰雄, 王 昭, 章求才, 张志军. 水饱和边坡夹层热-孔隙水-力耦合作用模型及应用[J]. 岩土力学, 2019, 40(5): 1663-1672.
[15] 杨骐莱, 熊勇林, 张 升, 刘干斌, 郑荣跃, 张 锋, . 考虑温度影响的软岩弹塑性本构模型[J]. 岩土力学, 2019, 40(5): 1898-1906.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!