Physical and Mechanical Properties and Damage Mechanism of Sandstone at High Temperatures

被引:10
作者
Zheng, Yadong [1 ]
Zhang, Lianying [2 ]
Wu, Peng [2 ]
Guo, Xiaoqian [1 ]
Li, Ming [3 ]
Zhu, Fuqiang [3 ]
Koukouzas, Nikolaos
机构
[1] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221116, Peoples R China
[2] Xuzhou Univ Technol, Sch Phys & New Energy, Xuzhou 221018, Peoples R China
[3] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221116, Peoples R China
来源
APPLIED SCIENCES-BASEL | 2024年 / 14卷 / 01期
基金
中国国家自然科学基金;
关键词
sandstone; high temperature; heating rate; physical and mechanical properties; acoustic emission; macroscopic destructive characteristic; microscopic morphology; ACOUSTIC-EMISSION; FAILURE BEHAVIOR; ROCK; GRANITE;
D O I
10.3390/app14010444
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
The physical and mechanical properties of rocks change significantly after being subjected to high temperatures, which poses safety hazards to underground projects such as coal underground gasification. In order to investigate the effect of temperature on the macroscopic and microscopic properties of rocks, this paper has taken sandstone as the research object and conducted uniaxial compression tests on sandstone specimens at different temperatures (20-1000 degrees C) and different heating rates (5-30 degrees C/min). At the same time, the acoustic emission (AE) test system was used to observe the acoustic emission characteristics of the rock damage process, and the microstructural changes after high temperature were analyzed with the help of a scanning electron microscope (SEM). The test results show that the effect of temperature on sandstone is mainly divided into three stages: Stage I (20-500 degrees C) is the strengthening zone, the evaporation of water and the contraction of primary fissures, and sandstone densification is enhanced. In particular, the compressive strength and elastic modulus increase, the macroscopic damage mode is dominated by shear damage, and the fracture micromorphology is mainly brittle fracture. Stage II (500-600 degrees C) is the transition zone, 500 degrees C is the threshold temperature for the compressive strength and modulus of elasticity, and the damage mode changes from shear to cleavage damage, and the sandstone undergoes brittle-ductile transition in this temperature interval. Stage III is the physicochemical deterioration stage. The changes in the physical and chemical properties make the sandstone compressive strength and modulus of elasticity continue to decline, the macroscopic damage mode is mainly dominated by cleavage damage, and the fracture microscopic morphology is of a more toughness fracture. The effect of different heating rates on the mechanical properties of sandstone was further studied, and it was found that the mechanical properties of the rock further deteriorated under higher heating rates.
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页数:23
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