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Engineering properties of sandstone heated to a range of high temperatures

机译:砂岩工程性能加热到一系列高温

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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.
机译:该研究是对高温对砂岩工程性质的影响的调查。首先将岩石进行一系列温度,例如25℃,200摄氏度,400℃,600℃和800℃,以及一系列孔隙率,不合适的压缩,X射线衍射和扫描电子显微镜测试然后在加热的标本上进行。此外,还经受热循环的不同数量(即1,2,4,6和10)的不同数量,以更好地了解高温变化对岩石行为的影响。观察到,200-400摄氏度范围内的高温对岩石特性产生了一些影响;也就是说,孔隙率略微降低,而岩石的强度增加。然而,对于T> = 600℃,岩石孔隙率显着增加,其与岩石强度的降低相关。观察到的工程性质的变化归因于T> 600摄氏度发生的岩石矿物学和微观结构的变化,其中主要矿物质经历了相变的过程和岩石开裂的显着增加。无论温度如何,在不合适的压缩过程中几乎所有标本都在张力下失效。在岩石孔隙率的逐渐增加中看到热循环的影响和岩石弹性模量的相应降低。

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