Fracture propagation and pore pressure evolution characteristics induced by hydraulic and pneumatic fracturing of coal

被引:5
|
作者
Cao, Zhengzheng [1 ]
Yang, Xiangqian [1 ]
Li, Zhenhua [2 ,3 ]
Huang, Cunhan [2 ,3 ]
Du, Feng [2 ,3 ]
Wang, Wenqiang [2 ,3 ]
Ni, Xianjie [4 ,5 ]
Liu, Shuai [2 ,3 ]
Li, Zhen [6 ]
机构
[1] Henan Polytech Univ, Sch Civil Engn, Int Joint Res Lab Henan Prov Underground Space Dev, Jiaozuo 454000, Henan, Peoples R China
[2] Henan Polytech Univ, Henan Mine Water Disaster Prevent & Control & Wate, Jiaozuo 454000, Henan, Peoples R China
[3] Collaborat Innovat Ctr Coal Work Safety & Clean Hi, Jiaozuo 454000, Henan, Peoples R China
[4] Anhui Univ Sci & Technol, State Key Lab Min Response & Disaster Prevent & Co, Huainan 232001, Anhui, Peoples R China
[5] China Coal Xinji Energy LLC Co, Huainan 232001, Anhui, Peoples R China
[6] Taiyuan Univ Technol, Coll Safety & Emergency Management Engn, Taiyuan 030024, Shanxi, Peoples R China
来源
SCIENTIFIC REPORTS | 2024年 / 14卷 / 01期
基金
中国国家自然科学基金;
关键词
Rock mechanics; Hydraulic fracturing; Pneumatic fracturing; Pore pressure; Acoustic emission; MECHANISM;
D O I
10.1038/s41598-024-60873-2
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
A two-dimensional unsteady seepage model for coal using a finite element program is developed, and the temporal variations of key factors such as water pressure and hydraulic gradient are analyzed in this paper. Additionally, the triaxial rock mechanical experiment and utilized pneumatic fracturing equipment on raw coal samples to investigate both hydraulic and pneumatic fracturing processes are conducted. Through these experiments, the relationship between pressure and crack formation and expansion are examined. The analysis reveals that the pore pressure gradient at the coal inlet reaches its peak during rapid surges in water pressure but diminishes over time. Conversely, the pore pressure gradient at the outlet side exhibits a gradual increase. Hydraulic fracturing is most likely to occur at the water inlet during sudden increases in water pressure. Besides, as the permeability of coal decreases, the duration for seepage stabilization prolongs due to the intensified pore pressure gradient resulting from sudden increases in water pressure. Moreover, an extended period of high hydraulic gradient further increases the risk of hydraulic fracturing. The experimental findings indicate that coal samples initially experience tensile failure influenced by water and air pressure. Subsequently, mode I cracks form under pressure, propagating along the fracture surface and becoming visible. The main types of failure observed in hydraulic and pneumatic fracturing are diametrical tensile failure, and the development of fractures can be categorized into three distinct stages, which contains the initial stage characterized by slight volume changes while water pressure increases, the expansion stage when pressure reaches the failure strength, and the crack closure stage marked by little or even decreasing volume changes during pressure unloading. The acoustic emission signal accurately corresponds to these three stages.
引用
收藏
页数:16
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