4.6 Article

Engineering properties of sandstone heated to a range of high temperatures

Journal

BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
Volume 80, Issue 3, Pages 2415-2432

Publisher

SPRINGER HEIDELBERG
DOI: 10.1007/s10064-020-02065-6

Keywords

Porosity; Uniaxial compressive strength; X-ray diffraction; Scanning electron microscope; Sandstone; Thermal treatment

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The study investigates the effect of high temperatures on the engineering properties of sandstone. Temperatures ranging from 200-400 degrees C are found to decrease porosity and increase rock strength, while temperatures above 600 degrees C result in a significant increase in porosity and decrease in strength. These changes are attributed to alterations in rock mineralogy and microstructure.
This study is an investigation of the effect of high temperatures on the engineering properties of sandstone. The rock was first subjected to a range of temperatures such as 25 degrees C, 200 degrees C, 400 degrees C, 600 degrees C and 800 degrees C, and a series of porosity, unconfined compression, X-ray diffraction and scanning electron microscope tests were then performed on the heated specimens. In addition, sandstone specimens were also subjected to different numbers (i.e. 1, 2, 4, 6 and 10) of thermal cycles to better understand the effect of high temperature variations on rock behaviour. It was observed that high temperature in the range of 200-400 degrees C had some influence on the rock properties; that is, the porosity slightly decreased while the strength of the rock increased. However, for T >= 600 degrees C, there was a significant increase in rock porosity that correlated with a decrease in rock strength. The observed changes in engineering properties were attributed to the changes in rock mineralogy and microstructure that occurred at T > 600 degrees C where the major minerals underwent the process of phase transformation and a significant increase in rock cracking. Regardless of the temperature, almost all specimens failed in tension during unconfined compression. The effect of thermal cycles was seen in a progressive increase in rock porosity and a corresponding decrease in the elastic modulus of the rock.

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