热损伤花岗岩力学劣化特性及损伤演化规律研究

周韬; 范永林; 陈家嵘; 周昌台

doi:10.19606/j.cnki.jmst.2024.03.004

热损伤花岗岩力学劣化特性及损伤演化规律研究

doi: 10.19606/j.cnki.jmst.2024.03.004

周韬^{1, 2,},
范永林^{1, 2},
陈家嵘³,
周昌台^4, ,

1.
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
2.
深圳大学土木与交通工程学院，广东深圳 518060
3.
中南大学资源与安全工程学院，湖南长沙 410083
4.
香港城市大学建筑学及土木工程学系，香港 999077

基金项目:

国家自然科学基金 52274090

国家自然科学基金 52192625

广东省自然科学基金 2022A1515010827

深圳市自然科学基金 JCYJ20210324093400001

广东省“珠江人才计划”引进创新创业团队 2019ZT08G315

详细信息

作者简介:
周韬(1986—)，男，湖南浏阳人，副教授，硕士生导师，主要从事岩石动力学和深部岩体力学等方面的研究工作。Tel：15219499098，E-mail：tzhou@szu.edu.cn

通讯作者:
周昌台(1988—)，男，河南滑县人，副研究员，主要从事岩石动力学和深部岩体力学方面的研究工作。Tel：17327728836，E-mail：chouchangtai@126.com

中图分类号: TD315
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出版历程
- 收稿日期: 2023-12-24
- 修回日期: 2024-02-16
- 刊出日期: 2024-06-30

Study on the mechanical degradation characteristics and damage evolution of thermally damaged granite

ZHOU Tao^{1, 2
,},
FAN Yonglin^{1, 2},
CHEN Jiarong³,
ZHOU Changtai^{4
, ,}

1.
State key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, Shenzhen University, Shenzhen Guangdong 518060, China
2.
College of Civil and Transportation Engineering, Shenzhen University, Shenzhen Guangdong 518060, China
3.
School of Resources and Safety Engineering, Central South University, Changsha Hunan 410083, China
4.
Department of Architecture and Civil Engineering, City University of Hong Kong, Hong Kong 999077, China

摘要

摘要:
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。
- 高温处理 /
- 热损伤 /
- 裂纹密度 /
- 抗压强度
Abstract:
The high geothermal environments encountered in deep mineral mining induce thermal damage to rocks, which can trigger geotechnical disasters in deep engineering projects. Therefore, exploring 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 environments. 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 compressive 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 correlated 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 treatment /
- thermal damage /
- crack density /
- compressive strength

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图 1 花岗岩试样

Figure 1. Granite specimens

下载: 全尺寸图片幻灯片

图 2 不同温度处理后花岗岩试样的外观

Figure 2. Appearance of granite specimens after different temperature treatment

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图 3 试样微观结构观察的处理流程

Figure 3. Specimen handling procedures for microstructure observation

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图 4 裂纹密度获取流程

Figure 4. Flowchart of crack density acquisition

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图 5 花岗岩在不同温度处理后的杨氏模量

Figure 5. Young's modulus of granite after different temperature treatments

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图 6 花岗岩在不同温度处理后的抗压强度

Figure 6. Compressive strength of granite after different temperature treatments

下载: 全尺寸图片幻灯片

图 7 花岗岩在多种温度处理后的显微图像(裂纹与孔洞区域的蓝色物质为环氧树脂铸体剂)

Figure 7. Microscopic images of granite after treatment at various temperatures (the blue material in the area of cracks and holes is epoxy resin casting agent)

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图 8 由花岗岩薄片统计的裂纹密度

Figure 8. Crack densities statistically determined from granite flakes

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图 9 裂纹密度和抗压强度之间的关系

Figure 9. Relationship between crack density and compressive strength

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图 10 损伤变量随温度的变化

Figure 10. Variation of damage variables with temperature

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表 1 花岗岩物理、力学参数

Table 1. Physical and mechanical parameters of granite

重度/(kN·m^-3)	波速/(m·s^-1)	孔隙率/%	抗压强度/MPa	抗拉强度/MPa	杨氏模量/GPa
26.06	3 252	0.98	149.9	8.8	41

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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

doi: 10.19606/j.cnki.jmst.2024.03.004

作者简介:
周韬(1986—)，男，湖南浏阳人，副教授，硕士生导师，主要从事岩石动力学和深部岩体力学等方面的研究工作。Tel：15219499098，E-mail：tzhou@szu.edu.cn

通讯作者:
周昌台(1988—)，男，河南滑县人，副研究员，主要从事岩石动力学和深部岩体力学方面的研究工作。Tel：17327728836，E-mail：chouchangtai@126.com

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Study on the mechanical degradation characteristics and damage evolution of thermally damaged granite

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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

doi: 10.19606/j.cnki.jmst.2024.03.004

作者简介: 周韬(1986—)，男，湖南浏阳人，副教授，硕士生导师，主要从事岩石动力学和深部岩体力学等方面的研究工作。Tel：15219499098，E-mail：tzhou@szu.edu.cn

通讯作者: 周昌台(1988—)，男，河南滑县人，副研究员，主要从事岩石动力学和深部岩体力学方面的研究工作。Tel：17327728836，E-mail：chouchangtai@126.com

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Study on the mechanical degradation characteristics and damage evolution of thermally damaged granite

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作者简介:
周韬(1986—)，男，湖南浏阳人，副教授，硕士生导师，主要从事岩石动力学和深部岩体力学等方面的研究工作。Tel：15219499098，E-mail：tzhou@szu.edu.cn

通讯作者:
周昌台(1988—)，男，河南滑县人，副研究员，主要从事岩石动力学和深部岩体力学方面的研究工作。Tel：17327728836，E-mail：chouchangtai@126.com