熱損傷巖石物理力學特性演化機制研究進展

吳星輝; 李鵬; 郭奇峰; 蔡美峰; 任奮華; 張杰

doi:10.13374/j.issn2095-9389.2020.12.23.007

熱損傷巖石物理力學特性演化機制研究進展

doi: 10.13374/j.issn2095-9389.2020.12.23.007

吳星輝^{1, 2},
李鵬^{1, 2},
郭奇峰^{1, 2},
蔡美峰^{1, 2, ,},
任奮華^{1, 2},
張杰^{1, 2}

1.
北京科技大學土木與資源工程學院，北京 100083
2.
城市與地下空間工程北京市重點實驗室（北京科技大學），北京 100083

基金項目: 國家自然科學基金資助項目（52074020）；中央高校基本科研業務費專項資金資助項目（FRF-TP-20-041A1）；國家重點研發計劃資助項目（2017YFC0804103）

詳細信息

通訊作者:
E-mail：caimeifeng@ustb.edu.cn

中圖分類號: TU452
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- 被引次數: 0
出版歷程
- 收稿日期: 2020-12-23
- 網絡出版日期: 2021-03-27
- 刊出日期: 2022-05-25

Research progress on the evolution of physical and mechanical properties of thermally damaged rock

WU Xing-hui^{1, 2},
LI Peng^{1, 2},
GUO Qi-feng^{1, 2},
CAI Mei-feng^{1, 2
, ,},
REN Fen-hua^{1, 2},
ZHANG Jie^{1, 2}

1.
School of Civil and Resource Engineering, University of Science and Technology Beijing, Beijing 100083, China
2.
Beijing Key Laboratory of Urban Underground Space Engineering (University of Science and Technology Beijing), Beijing 100083, China

More Information

Corresponding author: E-mail: caimeifeng@ustb.edu.cn

摘要

摘要: 為深入了解溫度作用下巖石熱損傷演化機制，對超深鉆探、深地實驗室、核廢料處置庫、地熱資源開發等地下巖體工程的安全性和穩定性做出合理性評價，本文通過分析整理國內外文獻，系統綜述了溫度作用下巖體變形破壞方面的研究進展與成果。簡述了高溫作用下巖石的物理力學特性，側重總結了巖石物理力學參量隨溫度變化的演化規律。重點分析了深部巖石材料在高溫條件下巖體結構及相關物理場探測技術的最新研究成果，梳理了聲發射(AE)、超聲波(UT)、X射線分析（XRD）、偏光顯微鏡(PM)、掃描電子顯微鏡(SEM)、核成像技術（NMR）以及CT掃描技術等先進的輔助試驗設備在熱破裂分析中的應用。歸納總結了國內外學者采用的熱力耦合模型和數值分析方法及適用條件，簡略闡述了溫度作用下巖石力學參量變異性特征。最后，指出了當前巖石熱損傷研究中存在的一些局限性，并從深部地下工程建設方面展望了未來的發展方向，即多尺度、多場?相探究巖石熱損傷機理，宏?細?微觀角度系統分析巖石熱損傷演化規律。
- 高溫巖體 /
- 熱損傷 /
- 破壞機制 /
- 耦合模型 /
- 熱破裂
Abstract: With the depletion of the earth’s shallow resources, the exploration of deep rock engineering has become a research hotspot. The research mostly focuses on the influence of high temperature on the properties of deep rocks. This study aims to understand the thermal damage evolution mechanism in a rock under high temperature and make a reasonable evaluation on the safety and stability of underground rock engineering, such as ultra-deep well drilling, deep ground laboratory, nuclear waste disposal, and geothermal resource development. Based on the analysis and review of domestic and foreign literature, the authors systematically reviewed the research progress and development of deformation and failure of the high-temperature rock masses and temperature-varying rock masses under temperature effect. The physical and mechanical properties of rocks after being subjected to high temperature and under real-time high temperature were briefly described. The changes with temperature in the physical and mechanical parameters of deep rocks were summarized. The latest research on the deformation and failure mechanism under high temperature was analyzed, and the applications of advanced auxiliary test technologies, such as acoustic emission (AE), ultrasonic testing (UT), X-ray diffraction (XRD), polarizing microscope (PM), scanning electron microscope (SEM), nuclear magnetic resonance (NMR), and computed tomography (CT) scanning system, in the deformation and failure analysis were introduced. The advantages and disadvantages of the coupled thermal-stress model of the rock, the numerical analysis method, and the applicable conditions were summarized. The variation characteristics of the rock’s mechanical parameters under high temperature were briefly described. Finally, the limitations of the current studies on high-temperature thermal damage in deep rocks were pointed out. The future prospects were discussed from several aspects, i.e., to explore the mechanism of rock thermal damage in a multi-scale and multi-field-phase, and the evolution law of rock thermal damage was systematically analyzed from macro, meso, and micro aspects.
- high temperature rock mass /
- thermal damage /
- failure mechanism /
- coupling model /
- thermal cracking

HTML全文

圖 1 巖石孔隙度隨溫度的變化特征^[5]。（a）灰巖；（b）砂巖；（c）花崗巖

Figure 1. Variation characteristics of rock porosity with temperature^[5]: (a) limestone; (b) sandstone; (c) granite

下載: 全尺寸圖片幻燈片

圖 2 高溫熱處理后灰巖縱波波速隨溫度的變化（a），以及隨循環次數的變化（b）^[10]

Figure 2. Changes in the P-wave velocity with (a) temperature and (b) cycle time of limestone after high-temperature heat treatment^[10]

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圖 3 石灰巖彈性模量和峰值應力隨溫度變化^[13]

Figure 3. Variation of the elastic modulus and peak stress of limestone with temperature^[13]

下載: 全尺寸圖片幻燈片

圖 4 花崗巖破壞特征（600 ℃）^[22]。（a）全貌；（b）局部

Figure 4. Failure features of the granite sample subjected to a temperature of 600 ℃^[22]: (a) whole; (b) part

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圖 5 巖石熱沖擊破裂試驗臺^[27]

Figure 5. Rock thermal shock test bench^[27]

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圖 6 彭水頁巖微觀結構圖^[47]。（a）50 ℃；（b）500 ℃

Figure 6. SEM photographs of Pengshui shale^[47]: (a) 50 ℃；(b) 500 ℃

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圖 7 高溫疲勞作用下的砂巖斷口圖^[49]。（a）150 ℃；（b）200 ℃；（c）200 ℃；（d）300 ℃

Figure 7. Fracturing of sandstone under high temperature fatigue^[49]: (a) 150 ℃; (b) 200 ℃; (c) 200 ℃；(d) 300 ℃

下載: 全尺寸圖片幻燈片

圖 8 巖石熱力耦合損傷過程^[54]

Figure 8. Process of rock damage under thermomechanical coupling^[54]

下載: 全尺寸圖片幻燈片

表 1 高溫作用下巖石力學參數變化規律匯總表^[28]

Table 1. Summary of changes in the mechanical parameters of the rock subjected to high temperature^[28]

Heating temperature/℃	Cooling method	Uniaxial compressive strength	Elastic modulus	Peak strain	Poisson ratio	References
20?800	Cooling in furnace	Decrease generally	Decrease generally	Increase generally	Decrease generally	Reference [29]
20?800	Cooling in furnace	Decrease	Decrease			Reference [30]
20?800	Cooling in air	Decrease	Decrease		Decrease	Reference [31]
25?1300	Cooling in air	Decrease	Decrease			Reference [32]
20?1000	Cooling in furnace	Decrease	Decrease	Increase		Reference [33]
23?800	Cooling in air/water	Decrease generally	Increase-decrease	Decrease - Increase		Reference [34]
25?500	（5 ℃·min^?1）	Decrease Increase-decrease				Reference [35]
25?800	Cooling in furnace	Decrease	Decrease	Decrease generally		Reference [36]
25?800	Cooling in air	Increase-decrease	Increase-decrease	Increase	Nearly constant	Reference [37]
20?800	Cooling in furnace/water	Decrease	Decrease	Increase generally		Reference [38]
25?900	Cooling in water	Increase-decrease	Increase-decrease	Increase generally	Fluctuate	Reference [39]
25?1000	Cooling in air/water	Decrease generally	Decrease generally	Increase generally	Increase generally	Reference [40]

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