Fracture Mechanical Behavior of Sandstone Subjected to High-Temperature Treatment and Its Acoustic Emission Characteristics Under Uniaxial Compression Conditions

An analysis of the physical–mechanical properties and acoustic emission (AE) characteristics of rock following high-temperature treatment provides theoretical guidance for detecting thermal stability in underground engineering under high-temperature conditions. The physical and mechanical properties of rock, including density, wave velocity, porosity, peak strength, elastic modulus, and deformation modulus, change after subjection to hightemperature treatment (Tian et al. 2012; Ozguven and Ozcelik 2013; Wang et al. 2015). The internal composition and structure of rock materials under such conditions undergo complex physicochemical changes, eventually resulting in cracking by thermal expansion (Chmel and Shcherbakov 2015). Sandstone is a common sedimentary rock, used in a broad array of geotechnical engineering applications and present in many coal mines (Tian et al. 2012; Zhu et al. 2016). AE technology can help deepen our understanding of deformation and fracture of rock materials after high-temperature treatment. Because of differences in mineral composition and structure, previous studies have not reported on differences in AE time domain characteristics and the spatial evolution of sandstones. In this work, we studied the differences in physical–mechanical properties and AE characteristics during deformation and fracture of thermally damaged sandstone. Uniaxial compression tests were carried out, while simultaneously monitoring AE signals. The time & Enyuan Wang weytop@263.net

[1]  Y. Ozcelik,et al.  Effects of high temperature on physico-mechanical properties of Turkish natural building stones , 2014 .

[2]  Z. T. Bieniawski,et al.  Suggested methods for determining the uniaxial compressive strength and deformability of rock materials: Part 1. Suggested method for determination of the uniaxial compressive strength of rock materials , 1979 .

[3]  Shi Liu,et al.  An experimental study on the physico-mechanical properties of two post-high-temperature rocks , 2015 .

[4]  Yilmaz Ozcelik,et al.  Investigation of some property changes of natural building stones exposed to fire and high heat , 2013 .

[5]  Microcracking in impact-damaged granites heated up to 600 °C , 2015 .

[6]  Nengxiong Xu,et al.  Physical Properties of Sandstones After High Temperature Treatment , 2012, Rock Mechanics and Rock Engineering.

[7]  Tantan Zhu,et al.  Physical and mechanical properties of sandstone containing a single fissure after exposure to high temperatures , 2016 .

[8]  Li Baoxian,et al.  STUDY ON DAMAGE EVOLUTION AND ACOUSTIC EMISSION CHARACTER OF COAL-ROCK UNDER UNIAXIAL COMPRESSION , 2009 .

[9]  Salvador Ivorra,et al.  Temperature influence on the physical and mechanical properties of a porous rock: San Julian's calcarenite , 2013 .

[10]  Yin Guangzhi EXPERIMENTAL STUDY ON EFFECT OF TEMPERATURE ON SANDSTONE DAMAGE , 2009 .

[11]  Chuangbing Zhou,et al.  A model for characterizing crack closure effect of rocks , 2015 .

[12]  Y. Guéguen,et al.  Characteristics of anisotropy and dispersion in cracked medium , 2011 .

[13]  Xueqiu He,et al.  Electromagnetic emission theory and its application to dynamic phenomena in coal-rock , 2011 .

[14]  Bernard Chen,et al.  Experimental and numerical studies on the mechanical behaviour of Australian Strathbogie granite at high temperatures: An application to geothermal energy , 2015 .

[15]  Shi Liu,et al.  Staged Moduli: A Quantitative Method to Analyze the Complete Compressive Stress–Strain Response for Thermally Damaged Rock , 2015, Rock Mechanics and Rock Engineering.

[16]  Zhu Shuyun PHYSICO-MECHANICAL PROPERTIES VARIATION OF ROCK WITH PHASE TRANSFORMATION UNDER HIGH TEMPERATURE , 2013 .