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Size effect of sandstone after high temperature under uniaxial compression 被引量:2
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作者 苏海健 靖洪文 +3 位作者 茅献彪 赵洪辉 尹乾 王辰 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第5期1901-1908,共8页
Uniaxial compression tests on sandstone samples with five different sizes after high temperature processes were performed in order to investigate the size effect and its evolution. The test results show that the densi... Uniaxial compression tests on sandstone samples with five different sizes after high temperature processes were performed in order to investigate the size effect and its evolution. The test results show that the density, longitudinal wave velocity, peak strength, average modulus and secant modulus of sandstone decrease with the increase of temperature, however, peak strain increases gradually. With the increase of ratio of height to diameter, peak strength of sandstone decreases, which has an obvious size effect. A new theoretical model of size effect of sandstone material considering the influence of temperature is put forward, and with the increase of temperature, the size effect is more apparent. The threshold decreases gradually with the increase of temperature, and the deviations of the experimental values and the theoretical values are between 0.44% and 6.06%, which shows quite a credibility of the theoretical model. 展开更多
关键词 high temperature process SANDSTONE size effect THRESHOLD
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