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热损伤花岗岩力学劣化特性及损伤演化规律研究

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深部矿产开采面临的高地温环境导致岩石产生热损伤,易诱发深部工程地质灾害,探究高温后岩石力学性能劣化特性与损伤演化规律对深部高地温环境下的岩体工程具有重要意义.通过将花岗岩进行常温至1 200℃范围内的温度处理,采用光学显微镜观测,探究了花岗岩试样在不同高温处理后杨氏模量和抗压强度的劣化特性,从微观角度分析热损伤花岗岩的内部裂纹和损伤演化规律.试验结果表明,高温处理将显著降低花岗岩的力学性能;岩石抗压强度和杨氏模量随着处理温度的升高而降低,裂纹发育程度随着温度的升高而增大;岩石力学性能与内部裂隙结构的发育程度高度相关,花岗岩在不同温度处理后的裂纹密度同抗压强度之间存在幂函数关系,裂纹密度能很好地反应花岗岩的热损伤程度.
Study on the mechanical degradation characteristics and damage evolution of thermally damaged granite
The high geothermal environments encountered in deep mineral mining induce thermal damage to rocks,which can trigger geotechnical disasters in deep engineering projects.Therefore,explo-ring the degradation characteristics of rock mechanical properties and the damage evolution laws after high-temperature exposure is of significant importance for rock engineering in deep high-geothermal en-vironments.By subjecting granite to the temperature range from ambient to 1200 ℃ and conducting macro-microscopic studies using optical microscopy,the degradation characteristics of Young's modulus and compressive strength in granite samples post various high-temperature treatments were investigated.Additionally,an analysis was performed on the internal cracks and damage evolution in thermally damaged granite from a microscopic perspective.The experimental results demonstrate that high-temperature treatments significantly reduce the mechanical properties of granite.The granite's com-pressive strength and Young's modulus decrease with increasing treatment temperatures,and the extent of crack development increases with temperature.The mechanic cal properties of granite are highly cor-related with the development of internal crack structures.There is a power function relationship between the crack density and compressive strength in granite after different temperature treatments,indicating that crack density can effectively reflect the extent of thermal damage in granite.

high-temperature treatmentthermal damagecrack densitycompressive strength

周韬、范永林、陈家嵘、周昌台

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深圳大学深地工程智能建造与健康运维全国重点实验室,广东深圳 518060

深圳大学土木与交通工程学院,广东深圳 518060

中南大学资源与安全工程学院,湖南长沙 410083

香港城市大学建筑学及土木工程学系,香港 999077

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高温处理 热损伤 裂纹密度 抗压强度

国家自然科学基金国家自然科学基金广东省自然科学基金深圳市自然科学基金广东省珠江人才计划引进创新创业团队项目

52274090521926252022A1515010827JCYJ202103240934000012019ZT08G315

2024

矿业科学学报
中国矿业大学(北京)

矿业科学学报

CSTPCD北大核心
ISSN:2096-2193
年,卷(期):2024.9(3)
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