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Erschienen in: Bulletin of Engineering Geology and the Environment 2/2021

05.10.2020 | Original Paper

Laboratory investigation of the temperature influence on the mechanical properties and fracture crack distribution of rock under uniaxial compression test

verfasst von: Weijing Xiao, Dongming Zhang, Han Yang, Xiaoming Li, Maolin Ye, Shujian Li

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 2/2021

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Abstract

In order to study the influence of high temperature on the mechanical characteristics and crack distribution of progressive failure process of rock, the laboratory uniaxial compression experiments were carried out on sandstone treated with different temperatures (25–1000 °C), and the variation characteristics of stress, deformation, and acoustic emission parameters during the failure of samples were analyzed. At the same time, the fracture crack distribution and fractal characteristics were analyzed through the industrial computed tomography (CT) test of the failure samples. The results show that temperature can affect the deformation and strength characteristics of rock. The stress thresholds and elastic modulus appear to increase when the preheating temperature increases from 25 to 400 °C and decrease when greater than 400 °C. The activity of AE signal is positively correlated with temperature. The CT results confirmed that with increasing temperature, the fracture cracks in the failure samples changed from a small number of single fracture cracks to a complex and crisscross distribution of small cracks. The failure cracks gradually gathered in the middle of the samples. The box-counting dimension of the fracture crack is between 1.4060 and 1.7262, and higher preheating temperature corresponds to the larger box-counting dimension, indicating that the temperature increases the complexity of the fracture crack. This outcome shows that temperature has an important influence on the deformation and failure of rock.

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Literatur
Zurück zum Zitat Chen T, Xu J, Liu S, Wang P, Fang X (2014) Experimental study on dynamic mechanical properties of post-high-temperature sandstone. Explos Shock Waves 34:195–201 Chen T, Xu J, Liu S, Wang P, Fang X (2014) Experimental study on dynamic mechanical properties of post-high-temperature sandstone. Explos Shock Waves 34:195–201
Zurück zum Zitat Eberhardt E D (1998) Brittle rock fracture and progressive damage in uniaxial compression [Ph. D. Thesis]. Saskatoon, Sask:University of Saskatchewan Eberhardt E D (1998) Brittle rock fracture and progressive damage in uniaxial compression [Ph. D. Thesis]. Saskatoon, Sask:University of Saskatchewan
Zurück zum Zitat Yang S (2015) Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high-temperature treatments. In: Strength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures. Springer Environmental Science and Engineering. Springer, Berlin, Heidelberg 157–183. https://doi.org/10.1007/978-3-662-47303-0_7 Yang S (2015) Fracture mechanical behavior of red sandstone containing a single fissure and two parallel fissures after exposure to different high-temperature treatments. In: Strength Failure and Crack Evolution Behavior of Rock Materials Containing Pre-existing Fissures. Springer Environmental Science and Engineering. Springer, Berlin, Heidelberg 157–183. https://​doi.​org/​10.​1007/​978-3-662-47303-0_​7
Metadaten
Titel
Laboratory investigation of the temperature influence on the mechanical properties and fracture crack distribution of rock under uniaxial compression test
verfasst von
Weijing Xiao
Dongming Zhang
Han Yang
Xiaoming Li
Maolin Ye
Shujian Li
Publikationsdatum
05.10.2020
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 2/2021
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-020-01993-7

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