水-热循环作用下红层软岩裂隙扩展演化特征OA
Evolution characteristics of fracture propagation in red-bed soft rock under hydro-thermal cycling
高温与雨热交替作用显著加剧了红层软岩的崩解损伤及强度劣化过程,进而频繁诱发边坡开裂变形、崩塌滑坡及突水突泥等地质灾害,对红层地区灾害防控体系构成严重挑战.研究水-热循环作用下岩石裂隙演化规律对红层灾变防控具有重要作用.为定量分析红层软岩裂隙在水-热循环作用下的扩展特征,采用数字图像处理技术,结合基于中轴变换的裂隙张开度计算方法,系统分析了常温至100℃温度区间内红层软岩裂隙的张开度演化规律及轮廓线形态变化特征.研究结果表明:(1)水-热循环作用下红层软岩裂隙呈现显著的扩展演化特征,且温度升高明显加剧裂隙扩张效应,其中100℃条件下裂隙张开度增至初始值的1.96~10.54倍,显著高于常温组的2.25~7.93倍;研究进一步发现张开度越小的裂隙对水-热作用越敏感,且此特征随温度升高而愈发显著.(2)裂隙张开度的时空演化特征分析表明,随循环次数的增加,邻近测点间的张开度差异呈显著增大趋势,反映出裂隙的非均匀性扩展规律,温度升高对软岩裂隙的扩展发育具有明显的促进作用.(3)裂隙边缘的砂砾碎屑因其较强的抗水热侵蚀能力,在周边黏土矿物持续侵蚀流失过程中形成显著的抗蚀差异性,导致邻近测点张开度差异持续增大;当黏土基质侵蚀达到临界阈值时,砂砾碎屑发生结构性脱落.同步观测发现,裂隙轮廓线粗糙度虽然存在局部波动,但在循环过程中整体呈现明显的下降趋势,反映了水热耦合作用对裂隙壁面的持续磨蚀效应.(4)水-热循环作用通过热胀冷缩应力和孔隙水相变协同加剧软岩损伤,温度变化既促进微裂隙扩展增大渗流通道,又通过蒸发-冷凝作用产生毛细张力;而黏土矿物的反复水化膨胀-失水收缩进一步诱发拉伸裂隙,导致损伤累积效应显著增强.
The combined effect of high temperature and alternating rain and heat significantly accelerates the disintegration and degradation of red-bed soft rocks,frequently triggering geological disasters such as slope cracking and deformation,collapse and landslide,as well as water and mud inrushes.This poses a severe challenge to the disaster prevention system in red-bed areas.Investigating the evolution patterns of rock fractures under hydro-thermal cycles plays a pivotal role in preventing and controlling disasters in red-bed regions.To quantitatively analyze the propagation of red-bed soft rock fractures under hydro-thermal cycles,digital image processing technology was adopted alongside a fracture aperture calculation method based on axial transformation.The evolution patterns of fracture apertures and the morphological changes in contour lines of red-layer soft rock fractures were systematically analyzed across a temperature range from room temperature to 100℃were systematically analyzed.The results show:(1)Under hydro-thermal cycle action,red-bed soft rock fractures exhibit significant expansion and evolution characteristics,and the increase in temperature significantly intensifies the fracture expansion effect.At 100℃,the fracture apertures increases by 1.96 to 10.54 times compared to the initial value,markedly higher than the 2.25 to 7.93 times observed at room temperature.Further research reveals that fractures with smaller initial apertures are more sensitive to hydro-thermal cycles,and this sensitivity becomes more pronounced with increasing temperature.(2)Spatially and temporally,the analysis of fractures aperture evolution reveals that aperture differences between adjacent measurement points increase significantly with cycling,indicating non-uniform fractures propagation.Higher temperatures significantly promote soft rock crack propagation.(3)The sand and gravel debris at fracture edges,being highly resistant to hydrothermal erosion,develops pronounced resistance differences compared to surrounding clay minerals undergoing continuous erosion.This leads to progressively larger aperture differences between adjacent points.Once clay matrix erosion reaches a critical level,the debris undergoes structural detachment.Synchronous observations reveal that despite local fluctuations in fracture contour roughness,it exhibits an overall significant decline during cycling,indicating sustained abrasion of fracture walls due to hydro-thermal coupling.(4)Hydrothermal cycles exacerbate soft rock damage through the combined effects of thermal expansion/contraction stresses and pore water phase transitions.Temperature variations promote microcrack propagation and enhance permeability while inducing capillary tension via evaporation-condensation cycles.Repeated hydration-dehydration cycles in clay minerals further induce tensile fracturing,resulting in significantly amplified cumulative damage.
钟庆云;黄震;吴云;林键;潘锐;古启雄;张小军
江西理工大学 资源与环境工程学院,江西 赣州 341000||江西理工大学 稀有金属资源安全高效开采江西省重点实验室,江西 赣州 341000||江西理工大学 离子型稀土资源开发与应用教育部重点实验室,江西 赣州 341100江西理工大学 资源与环境工程学院,江西 赣州 341000||江西理工大学 稀有金属资源安全高效开采江西省重点实验室,江西 赣州 341000||江西理工大学 离子型稀土资源开发与应用教育部重点实验室,江西 赣州 341100中国矿业大学 资源与地球科学学院,江苏 徐州 221116安徽建筑大学 安徽省岩土工程智能建造与灾变防控重点实验室,安徽 合肥 230601安徽建筑大学 安徽省岩土工程智能建造与灾变防控重点实验室,安徽 合肥 230601江西理工大学 资源与环境工程学院,江西 赣州 341000||江西理工大学 稀有金属资源安全高效开采江西省重点实验室,江西 赣州 341000||江西理工大学 离子型稀土资源开发与应用教育部重点实验室,江西 赣州 341100江西省应急管理科学研究院,江西 南昌 330038
矿业与冶金
红层软岩裂隙扩展水-热循环张开度轮廓线分形维数
red-bed soft rockcrack propagationhydro-thermal cycleaperturecontour linefractal dimension
《岩土力学》 2026 (8)
2581-2597,17
江西省自然科学基金重点项目(No.2024BAB26047)国家自然科学基金(No.52274082)江西省重点研发计划青年科学家项目(No.20243BBI91032)江西理工大学清江青年拔尖人才支持计划(No.JXUSTQJBJ2020003).This work was supported by the Key Program of Natural Science Foundation of Jiangxi Province(2024BAB26047),the National Natural Science Foundation of China(52274082),the Jiangxi Province Key R&D Program for Young Scientists Project(20243BBI91032)and the Qingjiang Young Top-Notch Talents Support Program of Jiangxi University of Science and Technology(JXUSTQJBJ2020003).
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