Effect of Mechanical Damage on the Thermal Conductivity of Granite

被引:0
作者
Zheng-Wei Li
Xia-Ting Feng
Yan-Jun Zhang
Yan-Hua Gong
Guo-Qiang Zhu
机构
[1] Northeastern University,Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines
[2] Jilin University,College of Construction Engineering
[3] Chinese Academy of Sciences,State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics
来源
Rock Mechanics and Rock Engineering | 2020年 / 53卷
关键词
Thermal conductivity; Mechanical damage; Optical scanning; Thermal inhomogeneity; Water saturation;
D O I
暂无
中图分类号
学科分类号
摘要
In this work, the effect of mechanical damage on the thermal conductivity of granite was experimentally investigated. Granite samples were artificially damaged through cyclic loading and unloading tests, with the strain evolution and acoustic emission activity monitored simultaneously. P-Wave velocity of the damaged samples was tested to evaluate the damage effect. Thermal conductivity of the undamaged and damaged granite samples was tested using optical scanning method. The influence of mechanical damage on thermal conductivity was analyzed. Thermal conductivity difference in different testing directions was analyzed based on the experiment results in six scanning lines on the two surfaces of each disk sample. The results indicate that thermal conductivity of damaged samples reduced compared with that of the undamaged samples, while the thermal inhomogeneity factor increased. Thermal conductivity increased in water-saturated condition for both undamaged and damaged samples. The increased rate of damaged samples was bigger than that of the undamaged samples. The mechanical damage treatment caused the increase in the thermal conductivity difference in different testing directions. The difference decreased when samples were water saturated. Research results in this work can provide better knowledge to the evolution mechanism of thermal conductivity of engineering rock masses.
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页码:1039 / 1051
页数:12
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