Experimental study of fatigue load effect on the hydraulic fracturing behavior of granite

被引:9
|
作者
Su, Xiaoli [1 ]
Li, Diyuan [1 ,2 ]
Zhu, Quanqi [1 ]
Ma, Jinyin [1 ]
机构
[1] Cent South Univ, Sch Resources & Safety Engn, Changsha, Hunan, Peoples R China
[2] Cent South Univ, Sch Resources & Safety Engn, Changsha 410083, Hunan, Peoples R China
基金
中国国家自然科学基金; 湖南省自然科学基金;
关键词
breakdown pressure; fatigue load; frequency; hydraulic fracturing; seismicity; CRACK-PROPAGATION; INITIATION; MECHANISM;
D O I
10.1111/ffe.13883
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Rock masses around fluid injection projects are usually subject to complex stress states, including hydraulic pressure, in situ stresses, and fatigue loads. Thus, a series of hydraulic fracturing experiments were performed on granite to simulate such stress states using the true triaxial dynamic testing system. Computed tomographic (CT) imaging was performed to identify the fatigue effects on hydraulic fractures. The results indicate that the increasing amplitudes of cyclic load applied on the minimum principal stress direction will change fracture initiation pressure and generate nonplanar and narrow fractures. When the disturbance direction was changed to the intermediate principal stress, the higher amplitude corresponds to the lower breakdown pressure and the shorter pressurize duration and leads to wider fractures. With the increasing disturbance frequency, complex fatigue cracks were generated, which might weaken the rock strength. The present experiments can enhance the understanding of the hazard of fatigue loads on hydraulic fracturing.
引用
收藏
页码:540 / 554
页数:15
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