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基于UDEC-GBM的礦物晶粒解理特征對硬巖石破壞過程的影響

Effect of cleavage characteristics of mineral grains on the failure process of hard rock based on UDEC-GBM modeling

  • 摘要: 基于塊體離散單元數值模擬方法(UDEC-GBM),以鉀長石礦物顆粒為例,詳細研究了礦物晶粒解理傾角、解理傾角圍壓效應及解理間距對硬質巖石力學性質、微觀開裂過程及機理的影響,并探討了解理特征在工程實際中可能帶來的影響。數值研究結果表明:(1)晶粒解理具有明顯傾角效應,當解理傾角由0°增加到90°時,巖石的彈性模量、單軸壓縮強度及峰后脆延特征都會發生變化,穿晶總裂紋數受影響明顯,主要體現在鉀長石張拉穿晶裂紋顯著增加,鉀長石剪切裂紋數量在60°增加到最大值后減少,石英穿晶張拉裂紋數量也有明顯變化,總體而言不斷增加,而沿晶裂紋數量呈減少趨勢,整個開裂過程仍以張拉沿晶主導;(2)晶粒解理傾角效應受圍壓影響,圍壓會導致沿晶裂紋和穿晶裂紋數量和二者比值發生變化,但不同傾角下圍壓對沿晶裂紋和穿晶裂紋數量和比值變化影響不一樣;(3)當解理間距由2 mm增加到4 mm時,穿晶裂紋數量有增加趨勢,而沿晶裂紋數量減少,總剪切和張拉裂紋數量比值不變,對巖石微觀張拉、剪切破壞機制無明顯影響。此外,具有解理結構的礦物晶粒含量較高且礦物晶粒本身性質對巖石性質及響應影響顯著時,解理特征對板裂、巖爆等破壞的影響應給予重視。

     

    Abstract: Based on the UDEC (Universal distinct element code) modeling and grain-based model (UDEC-GBM), the effects of mineral’s (e.g., feldspar) cleavage angle, the confining effect of the cleavage angle and cleavage spacing on mechanical properties, microcracking process and mechanism of hard rocks, and the resulting problems in engineering were investigated in the present study. Numerical results show that: (1) Mineral cleavage has a considerable angle effect. As the cleavage angle increases from 0° to 90°, the elastic modulus, uniaxial compressive strength, and post-peak characteristics of the rock are affected. The total number of transgranular cracks is obviously affected, which is mainly reflected by the increase in the number of feldspar tensile cracks and the number of feldspar shear cracks increases to a maximum at 60° and then decreases, and the number of quartz tensile cracks changes considerably. In general, the number of transgranular cracks increases, while the number of intergranular cracks decreases. However, tensile and intergranular cracking dominate the cracking process. (2) The cleavage effect is affected by the confining pressure. The confining pressure will cause the number and proportion of intergranular cracks and transgranular cracks to change. However, the confining pressure at different angles has different effects on the number and proportion of intergranular cracks and transgranular cracks. (3) As the cleavage spacing increases from 2 to 4 mm, the number of transgranular cracks increases and the number of intergranular cracks decreases. However, the ratio of the total shear and tensile cracks remains constant, indicating that microscopic tensile and shear cracking mechanisms are almost unaffected. In addition, when the proportion of minerals with cleavage characteristics is high and the type of mineral has a considerable influence on the rock properties, the influence of cleavage characteristics on rock failures, such as spalling and rockburst, should be given attention.

     

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