摘要
在温度为室温至125℃、围压为30 MPa、轴压为40.7 MPa、正弦波频率为0.05~5 Hz、正弦波振幅为5.1 MPa条件下进行了三轴动载疲劳实验。实验结果说明:弹性波速度VP,VS和杨氏模量E随温度的升高先下降而后升高,随频率对数的增高而增高,具有频散效应;波速比随温度升高波动大,无规律可循,随频率升高明显下降。这些可作为地震或其他疲劳损伤的前兆。
Triaxial dynamic fatigue tests are conducted on sandstone under temperature of 30℃~125℃,confining pressure of 30 MPa and axial pressure of 40.7 MPa,with sine-wave frequency 0.05~5 Hz and its amplitude of 5.1 MPa. The results indicate that elastic wave velocities VP,VS and Youngs modulus E of sandstones are all decreased and then increased with temperature,and they display strong dispersion effect with frequency. There exists a large variation of velocity with temperature and frequency, which can be applied as the omens of earthquake or fatigue damage.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第13期2164-2167,共4页
Chinese Journal of Rock Mechanics and Engineering
基金
国家自然科学基金(40174050)
成都理工学院国家重点(专业)实验室
地震科学联合基金(PLC9906)
教育部高等学校博士学科点专项科研基金(100003)
关键词
岩石力学
波速
频率
温度
围压
疲劳损伤
rock mechanics,geophysics,wave velocity,frequency,temperature,confining pressure,fatigue damage