Sun Guowen, Lu Yu, Huang Gun, Liang Qinming, Huang Xinyu
Technology Department, Chongqing Vocational Institute of Engineering, Chongqing 402260, China.
State Key Laboratory of Coal Mine Disasters Dynamics and Control, Chongqing University, Chongqing 400044, China.
Materials (Basel). 2025 Jan 3;18(1):175. doi: 10.3390/ma18010175.
To investigate the mechanical and energy evolution characteristics of fractured rock under true triaxial stresses, true triaxial strength compression experiments on fractured sandstone were conducted with varying crack lengths and widths. The results indicate that under true triaxial stresses, the peak stress of the rock exhibits a gradual decline with an increase in crack length and width. Meanwhile, crack initiation stress and crack damage stress of fractured sandstone also demonstrate a declining trend overall, and the influence of crack length on the characteristic stress (crack initiation stress and crack damage stress) of sandstone is more pronounced than that of crack width. According to the energy analysis results, the total strain energy of fractured sandstone gradually decreases with an increase in crack length and width. The results offer a theoretical foundation for the strength assessment and stability management of fractured rock materials during deep coal mining operations.
为研究裂隙岩石在真三轴应力作用下的力学及能量演化特性,对不同裂纹长度和宽度的裂隙砂岩进行了真三轴强度压缩试验。结果表明,在真三轴应力作用下,岩石的峰值应力随裂纹长度和宽度的增加而逐渐降低。同时,裂隙砂岩的裂纹起裂应力和裂纹损伤应力总体上也呈下降趋势,且裂纹长度对砂岩特征应力(裂纹起裂应力和裂纹损伤应力)的影响比裂纹宽度更为显著。根据能量分析结果,裂隙砂岩的总应变能随裂纹长度和宽度的增加而逐渐减小。研究结果为深部煤炭开采过程中裂隙岩石材料的强度评估和稳定性管理提供了理论依据。