Influence of Freeze-Thaw Cycles on Acoustic Emission Characteristics of Granite Samples under Triaxial Compression

被引:6
|
作者
Su, Zhandong [1 ,2 ]
Geng, Ke [1 ]
Zhou, Fubiao [3 ]
Sun, Jinzhong [4 ]
Yu, Huayan [5 ]
机构
[1] Inst Disaster Prevent, Geol Engn Dept, Langfang 065201, Hebei, Peoples R China
[2] Hebei Key Lab Earthquake Disaster Prevent & Risk, Langfang 065201, Hebei, Peoples R China
[3] Chinese Acad Geol Sci, Inst Karst Geol, Guilin 541004, Guangxi, Peoples R China
[4] China Univ Geosci, Sch Engn & Technol, Beijing 100083, Peoples R China
[5] 23rd Met Construct Grp Co Ltd Minmet, Changsha 410116, Hunan, Peoples R China
基金
中国国家自然科学基金;
关键词
D O I
10.1155/2021/5571680
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Understanding the acoustic emission (AE) characteristics of rocks that have undergone freeze-thaw cycling is of great significance for the use of AE technology to monitor the stability of rock masses in cold regions. A series of freeze-thaw cycling experiments and triaxial compression AE tests of granite samples were performed. The results show that, with an increasing number of freeze-thaw cycles, the P-wave velocity and peak AE intensity of granite show a substantial downward trend. The AE ringing counts during triaxial compression can be divided into three stages: abrupt period, calm period, and failure period. The overall change of the characteristic AE signal of granite samples that underwent different freeze-thaw cycles is the same. The AE signal during the destruction of granite occurs in clear dual dominant frequency bands. The peak frequency increases with increasing load time, and this trend becomes less clear as the number of freeze-thaw cycles increases. Overall, the peak frequency distribution tends to change from high to low with an increasing number of freeze-thaw cycles. The results provide basic data for rock mass stability monitoring and prediction, which is of great significance for engineering construction and management in cold regions.
引用
收藏
页数:11
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