岩土力学 ›› 2021, Vol. 42 ›› Issue (10): 2623-2633.doi: 10.16285/j.rsm.2021.0541

• 基础理论与实验研究 •    下一篇

相变储能充填体孔隙结构及强度劣化机制研究

金爱兵1, 2,巨有1, 2,孙浩1, 2,赵怡晴1, 2,李海1, 2,张舟1, 2,陆通1, 2   

  1. 1. 北京科技大学 金属矿山高效开采与安全教育部重点实验室,北京 100083;2. 北京科技大学 土木与资源工程学院,北京 100083
  • 收稿日期:2021-04-13 修回日期:2021-06-22 出版日期:2021-10-11 发布日期:2021-10-18
  • 通讯作者: 孙浩,男,1992年生,博士,讲师,主要从事采矿工艺与理论、岩石力学方面的教学与研究工作。E-mail: sunhao2019@ustb.edu.cn E-mail: jinaibing@ustb.edu.cn
  • 作者简介:金爱兵,男,1974年生,博士,教授,主要从事岩石力学与工程方面的教学与研究工作
  • 基金资助:
    国家自然科学基金(No. 52004017);中国博士后科学基金(No. 2020M670138);中央高校基本科研业务费专项资金(No. FRF-TP-19-026A1)。

Pore structure and strength deterioration mechanism of phase change energy storage backfill

JIN Ai-bing1, 2, JU You1, 2, SUN Hao1, 2, ZHAO Yi-qing1, 2, LI Hai1, 2, ZHANG Zhou1, 2, LU Tong1, 2   

  1. 1. Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mines, University of Science and Technology Beijing, Beijing 100083, China; 2. School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China
  • Received:2021-04-13 Revised:2021-06-22 Online:2021-10-11 Published:2021-10-18
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52004017), the China Postdoctoral Science Foundation Project (2020M670138) and the Fundamental Research Funds for the Central Universities Project (FRF-TP-19-026A1).

摘要: 为探究相变储能充填体孔隙结构特征及其对充填体强度劣化的影响,以硬脂酸丁酯为相变材料,膨胀珍珠岩为吸附介质制备复合相变材料,将其与水泥、尾砂混合制备不同复合相变材料添加量的相变储能充填体,并采用CT(电子计算机断层)扫描、MRI(核磁共振成像)分析、单轴压缩试验等方法得到不同添加量相变储能充填体的强度特征和结构特征,分析其影响机制。研究结果表明:(1)相变储能充填体孔隙率随添加量增大逐渐增大,其中大孔孔隙率近似线性增加,大孔占比逐渐增加,孔隙趋近球体。(2)随着相变材料添加量增加,充填体连通性增大,孔喉长度增加,大孔径孔隙数量增多,孔喉配位数集中在5以下,分形维数先下降再大幅上升,孔隙分布复杂。(3)当复合相变材料的添加量为5%时,受大孔隙及孔隙连通性增大的影响,充填体单轴抗压强度下降了30.2%;当复合相变材料的添加量为10%时,孔径分布趋于均匀,充填体单轴抗压强度下降了48.9%。

关键词: 相变材料, 充填体, 孔隙特征, CT扫描, 核磁共振成像, 单轴抗压强度

Abstract: In order to explore the pore structure characteristics of phase change energy storage backfill and their influence on the strength deterioration of backfill, a composite phase change material was prepared with butyl stearate as the phase change material and expanded perlite as the adsorption medium. Cement and tailings were mixed to prepare backfills with different additive amounts of the composite phase change material. The strength and structure characteristics of the phase change energy storage backfill with different addition amounts were obtained by using the methods of CT (computer tomography) scanning, MRI (magnetic resonance imaging) analysis, and uniaxial compression test, and the influence mechanism was analyzed. The results show that: i) The porosity of phase change energy storage backfill increases gradually with the increase of the addition amount. The macropore porosity increases approximately linearly, the proportion of macorepores increases gradually, and the pores approximate to sphere. ii) With the increase of the amount of phase change material, the connectivity of the backfill increases, the pore throat length increases, and the number of macropores increases. The pore throat coordination number is concentrated below 5, and the fractal dimension decreases first and then increases significantly, resulting in complex pore distribution. iii) With 5% additive amount, the uniaxial compressive strength of backfill decreases by 30.2% due to the increase of macropores and pore connectivity. With 10% additive amount, the pore size distribution becomes uniform and the uniaxial compressive strength decreases by 48.9%.

Key words: phase change materials, backfill, pore characteristics, CT scan, magnetic resonance imaging, uniaxial compressive strength

中图分类号: TD 803
[1] 张春瑞, 纪洪广, 付桢, 张月征, 宋宇, 田竹华, 范文博, . 白云石对粉砂岩物理力学性质影响研究[J]. 岩土力学, 2025, 46(9): 2661-2675.
[2] 倪祖甲, 乔江美, 张俊楷, 唐旭海, . 基于微观岩石力学试验及精确矿物晶体建模的砂岩力学性质及波速分析[J]. 岩土力学, 2025, 46(6): 1865-1880.
[3] 佘磊, 赵阳, 李炎隆, 李东锋, 宋卿, 郑继光, 陈晨, . 基于隧道掘进机掘进参数的现场岩体力学参数快速估计方法[J]. 岩土力学, 2025, 46(5): 1595-1604.
[4] 贺元源, 彭绮澜, 王力, 王世梅, 佴磊, 徐燕, 吕岩, 陈勇, 张先伟, . 基于多微观手段的季冻区草炭土孔隙特征和渗透性研究[J]. 岩土力学, 2025, 46(1): 110-122.
[5] 杨科, 于祥, 何祥, 侯永强, 张连富, . 不同含水状态矸石胶结充填体能量演化与损伤特性研究[J]. 岩土力学, 2025, 46(1): 26-42.
[6] 龙大愚, 王宇, 李鹏, 李长洪, 蔡美峰, . 不同灰砂比岩充组合体疲劳损伤与破裂特性试验研究[J]. 岩土力学, 2024, 45(9): 2669-2681.
[7] 刘勇斌, 张晓平, 李馨芳, 李德宏, 陈广军, 刘小波, 熊雪飞, 杨朗, 李玉生, . 基于冲击回转钻进的岩石强度随钻识别研究[J]. 岩土力学, 2024, 45(3): 857-866.
[8] 徐文彬, 赵康奇, 张亚伦, 刘成保, 周磊, . 调控层胶结充填体三轴压缩力学性能及破坏特征研究[J]. 岩土力学, 2024, 45(12): 3658-3667.
[9] 乔兰, 尹雅, 李庆文, 苗淼, . 碳化硅增强相变充填体热力学性能研究[J]. 岩土力学, 2024, 45(12): 3624-3634.
[10] 王凯, 付强, 徐超, 艾子博, 李丹, 王磊, 舒龙勇, . 原生煤岩组合体界面力学效应数值模拟研究[J]. 岩土力学, 2023, 44(S1): 623-633.
[11] 安然, 陈欣, 张先伟, 王港, 高浩东, . 单轴加载过程中钢渣稳定土细观裂隙的动态演化特征[J]. 岩土力学, 2023, 44(S1): 300-308.
[12] 姜明归, 孙伟, 李金鑫, 樊锴, 刘增, . 冲击荷载下全尾砂胶结充填体断裂特性与能耗特征分析[J]. 岩土力学, 2023, 44(S1): 186-196.
[13] 高浩东, 安然, 孔令伟, 张先伟, 雷学文, . 干燥失水条件下膨胀土的细观裂隙演化特征研究[J]. 岩土力学, 2023, 44(2): 442-450.
[14] 栾纪元, 王冀鹏. 基于4D显微成像的非饱和颗粒土微观力学与渗流试验研究[J]. 岩土力学, 2023, 44(11): 3252-3260.
[15] 王磊, 陈礼鹏, 刘怀谦, 朱传奇, 李少波, 范浩, 张帅, 王安铖, . 不同初始瓦斯压力下煤体动力学特性及其劣化特征[J]. 岩土力学, 2023, 44(1): 144-158.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!