岩土力学 ›› 2021, Vol. 42 ›› Issue (7): 1983-1994.doi: 10.16285/j.rsm.2020.1940

• 岩土工程研究 • 上一篇    下一篇

溶蚀孔隙型白云岩浆−水径向扩散模型及工程应用

周禹良1, 2, 3,侯公羽1, 4,袁东锋2, 3,李生生2, 3,丁振宇2, 3   

  1. 1. 中国矿业大学(北京)力学与建筑工程学院,北京 100083;2. 中国煤炭科工集团有限公司,北京 100013; 3. 北京中煤矿山工程有限公司,北京 100013;4. 新疆工程学院 矿业工程与地质学院,新疆 乌鲁木齐 830091
  • 收稿日期:2020-12-29 修回日期:2021-03-29 出版日期:2021-07-12 发布日期:2021-07-19
  • 作者简介:周禹良,男,1989年生,硕士,助理研究员,主要从事矿山岩体力学、注浆堵水与加固方面研究工作。
  • 基金资助:
    国家自然科学基金面上项目(No. 5187040947);天地科技股份有限公司科技创新项目(No. 2018-TD-MS012,No. 2019-TD-QN010)

Model of grout-water two-phase radial diffusion in dissolved porous dolomite and its engineering application

ZHOU Yu-liang1, 2, 3, HOU Gong-yu1, 4, YUAN Dong-feng2, 3, LI Sheng-sheng2, 3, DING Zhen-yu2, 3   

  1. 1. School of Mechanics and Civil Engineering, China University of Mining & Technology-Beijing, Beijing 100083, China; 2. China Coal Technology & Engineering Group, Beijing 100013, China; 3. Beijing China Coal Mine Engineering Co., Ltd., Beijing 100013, China; 4. School of Mining Engineering and Geology, Xinjiang Institute of Engineering, Urumqi, Xinjiang 830091, China
  • Received:2020-12-29 Revised:2021-03-29 Online:2021-07-12 Published:2021-07-19
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (5187040947) and the Technology Innovation Project of Tiandi Co., Ltd. (2018-TD-MS012, 2019-TD-QN010).

摘要: 为解决我国西南地区巨厚溶蚀孔隙型白云岩含水层井筒防治水难题,基于达西定律建立孔隙型地层浆?水两相流径向扩散模型,研究了孔隙型地层注浆过程中浆液扩散规律,推导了浆相饱和度演化方程,并得到了浆相饱和度沿径向距离计算公式。浆相饱和度沿径向可分为浆相区、浆水混相区和水区,浆水混相区和水区分界面为浆相前沿。浆相饱和度面随浆液注入而不断向前推进,满足堵水要求的浆液有效扩散距离明显小于浆相前沿扩散距离。同时,采用现场注浆试验结合数值模拟,对老虎洞磷矿回风井溶蚀孔隙型白云岩含水层地面预注浆技术参数进行研究,分析了钻孔布置最优孔间距和浆液有效扩散距离,并据此提出回风井地面预注浆方案。回风井后续注浆完成后,通过压水试验得到注浆堵水效率为98.04%。该研究成果可为类似孔隙型地层注浆堵水工程提供技术参考。

关键词: 溶蚀孔隙型地层, 白云岩含水层, 注浆防治水, 浆?水两相流, 径向扩散模型

Abstract: To solve the problems of preventing and controlling water for vertical shaft in ultra thick dissolved porous dolomite aquifer in southwest China, a grout-water two-phase radial diffusion model is proposed to study the diffusion laws of the grout in the porous stratum based on Darcy’s law. The fractional-flow equation of grout is derived and the advancing distance of the grout saturation along the radial direction is obtained. According to the distribution of the grout saturation along the radial distance, the diffusion area could be divided into grout area, grout-water mixing area and water area. The shock saturation front is the interface between the grout-water mixing area and the water area. The grout saturation face moves forward with the grout injection, and the effective diffusion distance of the grout to meet the requirement of water prevention is significantly smaller than the diffusion distance of the shock front. Moreover, the technical parameters of surface pre-grouting for sealing the dissolved porous dolomite aquifer in ventilation shaft of the Laohudong phosphate mine are studied by field test combining with numerical simulation. The optimal borehole spacing and effective diffusion distance are obtained. Consequently, the engineering design of surface pre-grouting for the ventilation shaft is proposed based on these technical parameters. Finally, after the completion of grouting, the sealing efficiency of the grouting for the ventilation shaft could reach up to 98.04% obtained from the water pressure test. The research results of the present paper could provide technical reference for water sealing by grouting for similar porous aquifer.

Key words: dissolved porous stratum, dolomite aquifer, grouting for water prevention, grout-water two-phase flow, radial diffusion model

中图分类号: 

  • TU 452
[1] 刘享华, 张科, 李娜, 齐飞飞, 叶锦明, . 含孔双裂隙3D打印类岩石试件破裂行为定量识别[J]. 岩土力学, 2021, 42(11): 3017-3028.
[2] 刘建, 乔兰, 李庆文, 李远, 赵国彦, . 分布载荷加载下中心直裂纹巴西圆盘的 断裂参数研究[J]. 岩土力学, 2021, 42(11): 2987-2996.
[3] 阙相成, 朱珍德, 牛子豪, 黄浩楠, . 不同截面柱状节理岩体变形及强度各向异性研究[J]. 岩土力学, 2021, 42(9): 2416-2426.
[4] 于崇, 岳好真, 李海波, 周传波, 陈士海, 邵珠山, . 基于岩体质量的爆破控制参数及可靠度分析[J]. 岩土力学, 2021, 42(8): 2239-2249.
[5] 李地元, 高飞红, 刘 濛, 马金银. 动静组合加载下含孔洞层状砂岩破坏机制探究[J]. 岩土力学, 2021, 42(8): 2127-2140.
[6] 刘婕, 张黎明, 丛宇, 王在泉, . 真三轴应力路径花岗岩卸荷破坏力学特性研究[J]. 岩土力学, 2021, 42(8): 2069-2077.
[7] 申浩翰, 张海, 范俊锴, 徐瑞阳, 张小明. 基于多参数拟合的EDEM岩石建模方法[J]. 岩土力学, 2021, 42(8): 2298-2310.
[8] 乔趁, 王宇, 宋正阳, 李长洪, 侯志强, . 饱水裂隙花岗岩周期冻胀力演化特性试验研究[J]. 岩土力学, 2021, 42(8): 2141-2150.
[9] 王兴开, 夏才初, 朱哲明, 谢文兵, 宋磊博, 韩观胜, . 单级荷载下极软煤岩长期蠕变规律及本构模型研究[J]. 岩土力学, 2021, 42(8): 2078-2088.
[10] 陈洲泉, 陈湘生, 庞小朝, . 砂土临界状态模型的隐式积分算法 在有限元分析中实现[J]. 岩土力学, 2021, 42(8): 2279-2286.
[11] 周永强, 盛谦, 李娜娜, 付晓东, . 非一致性地震动作用下某长大隧洞动力响应的 时空效应初步研究[J]. 岩土力学, 2021, 42(8): 2287-2297.
[12] 齐飞飞, 张科, 谢建斌, . 基于DIC技术的含不同节理密度类岩石试件 破裂机制研究[J]. 岩土力学, 2021, 42(6): 1669-1680.
[13] 刘胤池, 李庶林, 唐超. 岩体破裂震源机制解类型判据的改进及应用研究[J]. 岩土力学, 2021, 42(5): 1335-1344.
[14] 马秋峰, 刘志河, 秦跃平, 田静, 王树立, . 基于能量耗散理论的岩石塑性-损伤本构模型[J]. 岩土力学, 2021, 42(5): 1210-1220.
[15] 徐福通, 卢景景, 周辉, 肖建成, 张传庆, 邱浩权, . 预切槽和TBM机械滚刀的 新型联合破岩模式研究[J]. 岩土力学, 2021, 42(5): 1363-1372.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 姚仰平,侯 伟. 土的基本力学特性及其弹塑性描述[J]. , 2009, 30(10): 2881 -2902 .
[2] 徐金明,羌培,张鹏飞. 粉质黏土图像的纹理特征分析[J]. , 2009, 30(10): 2903 -2907 .
[3] 向天兵,冯夏庭,陈炳瑞,江 权,张传庆. 三向应力状态下单结构面岩石试样破坏机制与真三轴试验研究[J]. , 2009, 30(10): 2908 -2916 .
[4] 石玉玲,门玉明,彭建兵,黄强兵,刘洪佳. 地裂缝对不同结构形式桥梁桥面的破坏试验研究[J]. , 2009, 30(10): 2917 -2922 .
[5] 夏栋舟,何益斌,刘建华. 土-结构动力相互作用体系阻尼及地震反应分析[J]. , 2009, 30(10): 2923 -2928 .
[6] 徐速超,冯夏庭,陈炳瑞. 矽卡岩单轴循环加卸载试验及声发射特性研究[J]. , 2009, 30(10): 2929 -2934 .
[7] 张力霆,齐清兰,魏静,霍倩,周国斌. 淤填黏土固结过程中孔隙比的变化规律[J]. , 2009, 30(10): 2935 -2939 .
[8] 张其一. 复合加载模式下地基失效机制研究[J]. , 2009, 30(10): 2940 -2944 .
[9] 易 俊,姜永东,鲜学福,罗 云,张 瑜. 声场促进煤层气渗流的应力-温度-渗流压力场的流固动态耦合模型[J]. , 2009, 30(10): 2945 -2949 .
[10] 陶干强,杨仕教,任凤玉. 崩落矿岩散粒体流动性能试验研究[J]. , 2009, 30(10): 2950 -2954 .