Acoustic emission characteristics of sandstone after high temperature under uniaxial compression
|更新时间:2026-06-25
|
Acoustic emission characteristics of sandstone after high temperature under uniaxial compression
Vol. 33, Issue 11, (2012)
作者机构:
1. 上海交通大学 海洋水下工程科学研究院,上海,200231
2. 中国矿业大学 深部岩土力学与地下工程国家重点实验室,江苏,徐州,221008
3. 上海交通大学 土木工程系,上海,200240
作者简介:
基金信息:
DOI:
CLC:TU45
Online First:14 November 2012,
Published:2012
稿件说明:
移动端阅览
WU Gang, WANG De-yong, ZHAI Song-tao. Acoustic emission characteristics of sandstone after high temperature under uniaxial compression[J]. 2012, 33(11).
DOI:
WU Gang, WANG De-yong, ZHAI Song-tao. Acoustic emission characteristics of sandstone after high temperature under uniaxial compression[J]. 2012, 33(11).DOI:
Acoustic emission characteristics of sandstone after high temperature under uniaxial compression
The acoustic emission evolution process of Jiaozuo sandstone with 20 ℃-1 200 ℃ temperatures is studied using acoustic emission (AE) test under uniaxial compression. By analyzing AE parameters and the mechanical properties of sandstone after high temperature
the AE characteristics of sandstone under different temperatures and different loading stages are explored. The results show that temperature has little effect on the acoustic emission of sandstone when temperature is less than 400 ℃. The AE ring-down accumulation counts change rapidly both at about 100 ℃ and 600 ℃ temperatures. It is shown that 100 ℃ is the threshold of crack growth for sandstone; and the internal structure composition of sandstone changes after 600 ℃; and acoustic emission phenomenon is very obvious. From 600 ℃ to 1 200 ℃
obvious brittle-plastic transition appears in sandstone. At the same time
the emergence of acoustic emission signals is delayed and the growth rate of acoustic emission signals rises because of high temperature. Sandstone releases intensive acoustic emission signals and presents plastic failure characteristics after 1 200 ℃.