岩土力学 ›› 2024, Vol. 45 ›› Issue (10): 2981-2993.doi: 10.16285/j.rsm.2023.1798

• 基础理论与实验研究 • 上一篇    下一篇

高温对不同粒径花岗岩剪切特性影响研究

张塑彪,张帆,李康文,马双泽   

  1. 湖北工业大学 土木建筑与环境学院,湖北 武汉 430068
  • 收稿日期:2023-11-27 接受日期:2024-03-25 出版日期:2024-10-09 发布日期:2024-10-11
  • 通讯作者: 张帆,女,1981年生,博士,教授,主要研究方向为岩石力学多场耦合。E-mail: fanzhang@hbut.edu.cn
  • 作者简介:张塑彪,男,1998年生,硕士研究生,主要研究方向为岩石力学多场耦合。E-mail: 384127645@qq.com
  • 基金资助:
    国家自然科学基金面上项目(No.51979100)。

Influence of high temperature on shear characteristics of granite with different particle sizes

ZHANG Su-biao, ZHANG Fan, LI Kang-wen, MA Shuang-ze   

  1. School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, Hubei 430068, China
  • Received:2023-11-27 Accepted:2024-03-25 Online:2024-10-09 Published:2024-10-11
  • Supported by:
    This work was supported by the General Program of National Natural Science Foundation of China (51979100).

摘要: 在干热岩水力压裂过程中,高温会弱化热储岩体裂隙壁面强度从而表现出裂隙错动的行为特征,而这种弱化现象与黏聚力和内摩擦角的热变特性相关,因此,了解花岗岩在高温下的力学特性对于干热岩开发过程中热储岩体的稳定性评价具有重要意义。在不同高温条件下进行了粗、细颗粒花岗岩变角剪切试验(45°、55°、65°),分析了高温对不同粒径花岗岩黏聚力和内摩擦角的影响,结合扫描电镜与低场核磁共振试验,进一步研究了热力耦合作用对花岗岩微裂纹与孔隙结构演化规律的影响。研究结果表明:花岗岩的黏聚力随温度升高呈现先增加后降低的趋势,内摩擦角变化规律受温度影响较小,300 ℃为花岗岩黏聚力发生转化的阈值温度。在温度阈值前,粗颗粒花岗岩黏聚力增幅约为细颗粒花岗岩的5.73倍,温度强化效应对粗颗粒花岗岩影响更为显著。随着温度的升高,花岗岩微裂纹形式由晶内裂纹向沿晶裂纹发展。核磁共振T2谱曲线存在多个间断性峰值,温度升高使粗颗粒花岗岩大孔隙受到压实作用,导致弛豫效应减弱,而热力耦合作用对细颗粒花岗岩大孔隙发展影响有限。该研究结果有望为干热岩热储岩体稳定性评价提供参考。

关键词: 实时高温, 不同粒径花岗岩, 变角剪切试验, 扫描电镜, 核磁共振

Abstract: During hydraulic fracturing in hot dry rock, elevated temperatures weaken the fracture surface strength of the thermal reservoir rock, resulting in fracture slip behavior. This weakening phenomenon is closely related to thermal variations in cohesion and internal friction angle. Therefore, understanding the mechanical properties of granite at high temperatures is crucial for the stability assessment of thermal reservoir rocks during hot dry rock development. Variable angle shear tests (45°, 55°, 65°) were conducted on coarse and fine-grained granite under different high-temperature conditions. The study analyzed the impact of elevated temperatures on the cohesion and internal friction angle of granite with different particle sizes. In conjunction with scanning electron microscopy and low-field nuclear magnetic resonance tests, a further analysis was conducted on the influence of thermo-mechanical coupling on the evolution of microcracks and pore structures in granite. The results indicate that the cohesion of granite initially increases and then decreases with the increase of temperature. The variation in the internal friction angle is minimally influenced by temperature. The threshold temperature for the transformation of granite cohesion is identified as 300 ℃. Prior to the threshold temperature, the cohesion increase in coarse-grained granite is approximately 5.73 times greater than in fine-grained granite, and the effect of temperature strengthening is more significant on coarse-grained granite. As the temperature increases, the form of microcracks in granite transitions from intragranular cracks to intergranular cracks. The nuclear magnetic resonance (NMR) T2 spectrum exhibits multiple discontinuous peaks. With increasing temperature, compaction affects the large pores in coarse-grained granite, leading to a reduction in relaxation effects. Conversely, thermo-mechanical coupling has a limited effect on the development of large pores in fine-grained granite. These findings are expected to provide valuable insights for assessing the stability of reservoir rocks in hot dry rock geothermal energy development.

Key words: real-time high temperature, granite with different grain sizes, variable angle shear test, scanning electron microscopy, nuclear magnetic resonance

中图分类号: TU 452
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