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溫度對不同尺寸砂巖巴西劈裂特性影響

Effects of temperature on Brazilian splitting characteristics of sandstone with different sizes

  • 摘要: 為研究高溫與尺寸效應耦合作用下的砂巖巴西劈裂特性,分別對經過25、200、400、600、800和1000 ℃高溫處理后的標準砂巖試件進行巴西劈裂室內試驗,并基于顆粒流軟件開展不同尺寸高溫砂巖巴西劈裂數值模擬,研究砂巖巴西劈裂強度及其劣化規律、孔隙率增加相對于裂紋擴展貫通的滯后性規律。研究結果表明:(1)在25~1000 ℃的溫度范圍和50~100 mm的直徑范圍內,溫度與尺寸效應對砂巖巴西劈裂強度均有顯著影響,且尺寸效應影響程度更大。在加熱過程中,由于巖石內部首先發生熱膨脹,然后在熱應力作用下產生損傷,因此砂巖劈裂強度先有所增大,在400 ℃之后持續降低,劈裂強度下降約34.66%~35.10%;隨著尺寸增大,巖石內部積聚的能量釋放產生大量微裂隙,導致砂巖試樣劈裂強度降低,下降約55.61%~56.99%。(2)砂巖巴西劈裂強度劣化幅值與其直徑之間滿足負指數函數關系,可用于預測不同尺寸高溫砂巖的巴西劈裂強度。(3)砂巖在巴西劈裂過程中的孔隙率增加相對于裂隙擴展貫通滯后的荷載差值隨溫度升高以及尺寸增大而增大;考慮兩因素的耦合作用,尺寸效應對荷載差值的影響程度隨溫度的升高而降低,溫度對荷載差值的影響程度隨砂巖尺寸的增大而降低。研究成果對火災后頂板維護,初步預測頂板強度具有一定參考意義,也可為核廢料處理、地熱資源開發和深井工程等涉及高溫和尺寸變化的巖體工程設計提供有益參考。

     

    Abstract: To study the Brazilian splitting characteristics of sandstone under the coupling effect of high temperature and sandstone’s size, Brazilian splitting laboratory tests were carried out on standard sandstone specimens treated at 25, 200, 400, 600, 800, and 1000 ℃, respectively. A Brazilian splitting numerical simulation of sandstone with different sizes under high temperature was carried out based on particle flow software to study the Brazilian splitting strength and deterioration law of sandstone. In addition, the hysteresis law of porosity rise relative to the crack propagation and penetration was also investigated. Results are as follows: (1) In the temperature range of 25?1000 ℃ and in the diameter range of 50–100 mm, the temperature and size significantly affect the Brazilian splitting strength of sandstone, with size having a greater influence. During the heating process, due to the initial thermal expansion in the rock and subsequent damage under the action of thermal stress, the splitting strength of sandstone first increases and then decreases by approximately 34.66%–35.10% after 400 ℃. With the increase in the size, the energy accumulated in the rock is released, and a large number of microfractures are produced, resulting in decreasing the splitting strength of sandstone samples by approximately 55.61%–56.99%. (2) The relationship between the degradation amplitude of the Brazilian splitting strength of sandstone and its diameter satisfies a negative exponential function, which can predict the Brazilian splitting strength of sandstone with different sizes at high temperatures. (3) The porosity of sandstone increases during Brazilian fracturing, and the load difference relative to fracture propagation and penetration increases with increasing temperature and size. Considering the coupling effect of the two factors, the influence of size and temperature on the load difference decreases with increasing temperature and sandstone’s size. This study is of high significance for roof maintenance and preliminary prediction of the roof strength after a fire. In addition, it can also provide a useful reference for rock engineering design involving high temperatures and size changes, such as nuclear waste treatment, geothermal resource development, and deep well engineering.

     

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