共 63 条
Experimental investigation on the influence on mechanical properties and acoustic emission characteristics of granite after heating and water-cooling cycles
被引:12
作者:
Cui, Yuan
[1
,2
,3
]
Xue, Lei
[1
,2
]
Zhai, Mengyang
[4
]
Xu, Chao
[1
,2
,3
]
Bu, Fengchang
[5
]
Wan, Li
[6
]
机构:
[1] Chinese Acad Sci, Inst Geol & Geophys, Key Lab Shale Gas & Geoengn, Beijing 100029, Peoples R China
[2] Chinese Acad Sci, Innovat Acad Earth Sci, Beijing 100029, Peoples R China
[3] Univ Chinese Acad Sci, Coll Earth & Planetary Sci, Beijing 100049, Peoples R China
[4] Zhengzhou Univ, Yellow River Lab, Zhengzhou 450001, Peoples R China
[5] Univ Lausanne, ISTE Inst Earth Sci, Risk Grp, Geopolis 3793, CH-1015 Lausanne, Switzerland
[6] North China Univ Water Resources & Elect Power, Coll Geosci & Engn, Zhengzhou 450046, Peoples R China
基金:
中国国家自然科学基金;
关键词:
Granite;
Heating and water-cooling cycles;
Damage evolution;
Fracture mechanism;
Acoustic emission;
POTENTIAL STRAIN INDICATOR;
BRITTLE FAILURE PREDICTION;
HIGH-TEMPERATURE;
THERMAL-DAMAGE;
POROSITY;
MICROCRACKING;
THRESHOLDS;
EXPOSURE;
BEHAVIOR;
STRESS;
D O I:
10.1007/s40948-023-00627-y
中图分类号:
TE [石油、天然气工业];
TK [能源与动力工程];
学科分类号:
0807 ;
0820 ;
摘要:
This study explores explore the failure characteristics of high temperature granite under different numbers of heating-cooling cycles. Combining a series of laboratory uniaxial compression tests with acoustic emission (AE) monitoring, it reveals the AE characteristics and damage behavior of high temperature granite in different damage stages. Increasing the number of heating-cooling cycles exponentially raised the mass-loss and volume-increase rates of the granite and exponentially decreased the P-wave velocity. These results indicate that multiple heating-cooling cycles irreversibly damaged the high temperature rock mass. Moreover, the variations in both the P-wave velocity and the stress threshold at each stage gradually plateaued after three thermal cycles. Under uniaxial compression, the evolution mechanism of microcracks in the rock was successfully described by the AE characteristic parameters and real-time spatial AE position. The cumulative AE counts and AE energy rates were consistent in different damage stages of the rock specimen. Both quantities began increasing after entering the unstable crack growth stage. As the number of heating-cooling cycles increased, the main fracture mechanism of rock rupture transitioned from mixed mode to shear mode, as evidenced by the distributions of rise angle and average frequency. Meanwhile, the gradually increasing b-value indicated that small-scale fracture events gradually dominated the rock damage. The present results can assist the design of deep geothermal-resource mining schemes and safe mining constructions.
引用
收藏
页数:18
相关论文