简介概要

Size effect of sandstone after high temperature under uniaxial compression

来源期刊:中南大学学报(英文版)2015年第5期

论文作者:SU Hai-jian JING Hong-wen MAO Xian-biao ZHAO Hong-hui YIN Qian WANG Chen

文章页码:1901 - 1908

Key words:high temperature process; sandstone; size effect; threshold

Abstract: 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.

详情信息展示

Size effect of sandstone after high temperature under uniaxial compression

SU Hai-jian(苏海健)1, JING Hong-wen(靖洪文)1, MAO Xian-biao(茅献彪)1, ZHAO Hong-hui(赵洪辉)1, YIN Qian(尹乾)1, WANG Chen(王辰)2

(1. State Key Laboratory for Geomechanics & Deep Underground Engineering
(China University of Mining & Technology), Xuzhou 221116, China;
2. School of Mechanics and Civil Engineering, China University of Mining & Technology, Beijing 100083, China)

Abstract: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.

Key words:high temperature process; sandstone; size effect; threshold

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