On the tensile mechanical characteristics of fine-grained granite after heating/cooling treatments with different cooling rates

被引:185
作者
Wu, Qiuhong [1 ]
Weng, Lei [2 ]
Zhao, Yanlin [1 ]
Guo, Baohua [3 ]
Luo, Tao [3 ]
机构
[1] Hunan Univ Sci & Technol, Work Safety Key Lab Prevent & Control Gas & Roof, Hunan Prov Key Lab Safe Min Tech Coal Mines, Xiangtan 411201, Peoples R China
[2] Wuhan Univ, Sch Civil Engn, Wuhan 430072, Hubei, Peoples R China
[3] Henan Polytech Univ, Sch Energy Sci & Engn, Jiaozuo 454000, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Heating and cooling treatment; Cooling rate; Tensile strength; Fracture surface roughness; Failure mode; AUSTRALIAN STRATHBOGIE GRANITE; FRACTURE-TOUGHNESS; THERMAL-TREATMENT; HIGH-TEMPERATURE; PHYSICAL-PROPERTIES; COMPRESSIVE STRENGTH; TRIAXIAL COMPRESSION; BEHAVIOR; ROCK; STRESS;
D O I
10.1016/j.enggeo.2019.03.014
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study discusses the results from tests performed to investigate the tensile mechanical characteristics of granite after exposure to heating and cooling treatments. The samples, which were previously heated to various elevated temperatures and then cooled at various cooling rates, were tested using the Brazilian disc method. The variations in the P-wave velocities, microscopic cracks, tensile strengths and fracture surface roughnesses of the samples as a result of the various heating/cooling treatments were analysed. The results show that the water-cooled samples exhibited the largest decrease in P-wave velocity and the largest numbers of newly generated cracks (including both inter-granular and intra-granular cracks) on the surface, which indicates that the samples heated and cooled at higher cooling rates were more susceptible to the heating/cooling treatments. The cooling rate had less influence on the tensile strengths of the samples when they were heated to 400 degrees C or less. Nevertheless, when the heating temperature was 600 degrees C or greater, the water-cooled samples exhibited the lowest tensile strengths, followed by the air-cooled samples and the oven-cooled samples. After the heating/cooling treatment, the samples with lower tensile strengths had rougher fracture surfaces, which are potentially attributed to the thermally-induced microcracks generated during the heating and cooling process. Finally, the relationship between the tensile strength and fracture surface roughness can be well fitted using an exponential decay function.
引用
收藏
页码:94 / 110
页数:17
相关论文
共 73 条
[1]   Effect of thermal stress, condensation and freezing-thawing action on the degradation of stones on the Castle of Chambord, France [J].
Al-Omari, Asaad ;
Brunetaud, Xavier ;
Beck, Kevin ;
Al-Mukhtar, Muzahim .
ENVIRONMENTAL EARTH SCIENCES, 2014, 71 (09) :3977-3989
[2]   Climate change impact: Mapping thermal stress on Carrara marble in Europe [J].
Bonazza, A. ;
Sabbioni, C. ;
Messina, P. ;
Guaraldi, C. ;
De Nuntiis, P. .
SCIENCE OF THE TOTAL ENVIRONMENT, 2009, 407 (15) :4506-4512
[3]   Temperature influence on the physical and mechanical properties of a porous rock: San Julian's calcarenite [J].
Brotons, V. ;
Tomas, R. ;
Ivorra, S. ;
Alarcon, J. C. .
ENGINEERING GEOLOGY, 2013, 167 :117-127
[4]   Cooling-dominated cracking in thermally stressed volcanic rocks [J].
Browning, John ;
Meredith, Philip ;
Gudmundsson, Agust .
GEOPHYSICAL RESEARCH LETTERS, 2016, 43 (16) :8417-8425
[5]   Generalized crack initiation and crack damage stress thresholds of brittle rock masses near underground excavations [J].
Cai, M ;
Kaiser, PK ;
Tasaka, Y ;
Maejima, T ;
Morioka, H ;
Minami, M .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (05) :833-847
[6]   Influence of thermal damage on physical properties of a granite rock: Porosity, permeability and ultrasonic wave evolutions [J].
Chaki, S. ;
Takarli, M. ;
Agbodjan, W. P. .
CONSTRUCTION AND BUILDING MATERIALS, 2008, 22 (07) :1456-1461
[7]  
Conti P., 2013, Geological Setting, Mineral Resources and Ancient Works of Samos and Adjacent Islands of the Aegean Sea Conference, P1
[8]   Characterization of the mechanical behavior of salem limestone containing thermally-induced microcracks [J].
Crosby, Z. Kyle ;
Gullett, Philip M. ;
Akers, Stephen A. ;
Graham, Steven S. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2018, 101 :54-62
[9]   Loading Rate Dependence of Tensile Strength Anisotropy of Barre Granite [J].
Dai, Feng ;
Xia, Kaiwen .
PURE AND APPLIED GEOPHYSICS, 2010, 167 (11) :1419-1432
[10]   Influence of stress-induced and thermal cracking on physical properties and microstructure of La Peyratte granite [J].
David, C ;
Menéndez, B ;
Darot, M .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1999, 36 (04) :433-448