Damage evolution and acoustic emission characteristics of hard rock under high temperature thermal cycles

被引:2
|
作者
Zhong, Wen [1 ,2 ]
Gu, Qixiong [1 ,2 ]
Huang, Zhen [1 ,2 ]
Li, Shijie [3 ]
Liu, Li [1 ,2 ]
Zhao, Kui [1 ]
Liu, Jianfeng [2 ,4 ]
机构
[1] Jiangxi Univ Sci & Technol, Jiangxi Prov Key Lab Low Carbon Proc & Utilizat St, Ganzhou 341000, Jiangxi, Peoples R China
[2] Jiangxi Univ Sci & Technol, Sch Resources & Environm Engn, Ganzhou 341000, Jiangxi, Peoples R China
[3] Sun Yat Sen Univ, Sch Earth Sci & Engn, Guangzhou 519082, Guangdong, Peoples R China
[4] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
Granite; High temperature thermal cycle; Acoustic emission; b-value; RA-AF; Thermal damage; MECHANICAL-PROPERTIES; GRANITE; FAILURE;
D O I
10.1007/s10973-024-13692-6
中图分类号
O414.1 [热力学];
学科分类号
摘要
Understanding the mechanical properties of rocks under high temperature thermal cycles is critically important for deep geotechnical engineering construction. In this study, the mechanical properties and fracture evolution characteristics of Beishan granite after different temperatures of 25-800 degrees C and thermal cycles were investigated through multiple experiments. The results show that the tensile strength (sigma(t)) decreased from 7.49 MPa to 0.47 MPa as the temperature increased from 25 degree celsius to 800 degree celsius, and further decreased to 0.43 MPa after thermal cycling. Incremental temperatures led to more active AE events, with AE cumulative events increasing from 25,250 at 25 degrees C to 99,389 at 800 degrees C, but AE cumulative events decreased in thermal cycles. The b-value presented higher level fluctuations at T <= 400 degrees C. When T >= 600 degrees C, the b-value before failure decreased and maintained small dramatic fluctuations, but fluctuated upward in the post-peak failure stage, indicating that rock failure changed from brittle failure to plastic failure. The proportion of shear cracks increased substantially with temperature and thermal cycles, from 14.22% at 25 degrees C to 23.11% at 800 degrees C. It can be also found that the damage variable (D-AE) increased with temperature under the same condition of stress. The physical and chemical reactions within granite at high temperature led to the initiation, development, and connectivity of numerous microcracks, especially when T >= 600 degrees C. The alternating thermal stress generated by cyclic heating will further promote the increase and propagation of microcracks, thereby exacerbating the damage to granite.
引用
收藏
页码:14095 / 14112
页数:18
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