岩土力学 ›› 2022, Vol. 43 ›› Issue (12): 3316-3326.doi: 10.16285/j.rsm.2022.0101

• 基础理论与实验研究 • 上一篇    下一篇

高温后花岗岩微观结构演化特性与 动态力学性能研究

李艳1,程禹翰1,翟越1,魏盛宇1,杨宇冰1,赵瑞峰1,梁文彪2   

  1. 1. 长安大学 地质工程与测绘学院,陕西 西安 710061;2. 长安大学 理学院,陕西 西安 710061
  • 收稿日期:2022-01-21 修回日期:2022-04-26 出版日期:2022-12-28 发布日期:2023-01-02
  • 通讯作者: 程禹翰,男,1998年生,硕士,主要从事岩土力学特性的研究工作。E-mail: Cyhsenor@163.com E-mail:liyanlwbdlp@chd.edu.cn
  • 作者简介:李艳,女,1987年生,博士,副教授,主要从事岩土损伤理论的研究工作。
  • 基金资助:
    陕西省自然科学基础研究项目(No.2020JQ-373);中央高校基本科研业务费(No.300102122108)

Micro-structure characteristics and dynamic mechanical properties of granite after high temperature

LI Yan1, CHENG Yu-han1, ZHAI Yue1, WEI Sheng-yu1, YANG Yu-bing1, ZHAO Rui-feng1, LIANG Wen-biao2   

  1. 1. School of Geological Engineering and Geomatics, Chang’an University, Xi’an, Shaanxi 710061, China; 2. School of Sciences, Chang’an University, Xi’an, Shaanxi 710061, China
  • Received:2022-01-21 Revised:2022-04-26 Online:2022-12-28 Published:2023-01-02
  • Supported by:
    This work was supported by the Natural Science Basic Research Program of Shaanxi (2020JQ-373) and the Fundamental Research Funds for the Central Universities (300102122108).

摘要: 为研究高温后花岗岩矿物成分变化规律、微观结构演化特性及其与动态力学性能之间的关系,以甘肃省北山花岗岩为研究对象开展了20~1 000 ℃的高温试验,借助切片技术和偏光显微镜得到了高温后花岗岩的微观图像。通过矿物成分分析、微裂隙特征识别及参数计算,研究高温后花岗岩矿物成分、矿物含量、微观结构特征参数随温度的演化过程。利用霍普金森压杆系统对高温后花岗岩开展动态冲击压缩试验,分析温度、加载速率和微观结构特征对动态峰值应力的影响,并建立微观结构特征与宏观动态力学性能之间的定量关系。结果表明:高温作用对花岗岩的矿物成分、微观结构和冲击压缩强度具有显著影响,600 ℃为阈值温度;加载速率对冲击压缩强度也具有显著影响,且加载速率越大,温度对宏观动态力学性能的影响越小;高温后花岗岩的微观结构随温度的演化过程是其宏观动态力学性能随温度变化的内在机制,微观裂隙特征与动态峰值应力具有显著相关性,且裂隙平均宽度是影响花岗岩动态峰值应力的主要因素。

关键词: 高温作用, 花岗岩, 微观结构特征, 动态力学性能, 相关性分析

Abstract: In order to study the changes of mineral composition, micro-structure evolution characteristics and their relationship with dynamic mechanical properties of granite after high temperature, 20−1 000 ℃ high temperature tests were carried out based on the Beishan granite from Gansu Province. Microscopic images of granite after high temperature treatment were obtained by means of slicing technique and polarizing microscope. The evolution of mineral composition, mineral content and micro-structure characteristic parameters of granite with temperature were studied through mineral composition analysis, micro-cracks characteristic identification and parameters calculation. Subsequently, dynamic impact compression tests of high temperature treated granite were carried out by split Hopkinson pressure bar (SHPB) system, to analyze the effects of temperature, impact rate and micro-structure characteristics on dynamic peak stress. On this basis, the quantitative relationship between micro-structure characteristics and macroscopic dynamic mechanical properties was established. The results show that high temperature has a significant effect on the mineral composition, micro-structure and impact compression peak stress of granite, and 600 ℃ is taken as the threshold temperature. The impact rate also significantly affects the impact compressive strength, and the higher the impact rate, the less the influence of temperature on the macroscopic dynamic mechanical properties. The evolution of the micro-structure of granite after high temperature is the internal mechanism of the changes of its macroscopic dynamic mechanical properties with temperature. The characteristics of micro-cracks are significantly correlated with the dynamic peak stress, and the average width of cracks is the main factor affecting the dynamic peak stress of granite.

Key words: high temperature action, granite, micro-structure characteristics, dynamic mechanical properties, correlation analysis

中图分类号: TU452
[1] 高品红, 高晨博, 彭成威, 刘飞禹, . 降雨作用下花岗岩残积土边坡模型试验及离散元分析[J]. 岩土力学, 2025, 46(5): 1632-1642.
[2] 尚召伟, 孔令伟, 鄢俊彪, 高志傲, 王斐, 黎澄生, . 非饱和花岗岩残积土的小应变剪切模量特性与其持水特征曲线确定方法[J]. 岩土力学, 2025, 46(4): 1131-1140.
[3] 冯世进, 陈佳卓, 高梦雯, 张晓磊, 吴强, 肖钰, . 软土地区在产企业污染监测及预警方法研究:基于时移高密度电法的应用[J]. 岩土力学, 2025, 46(4): 1323-1334.
[4] 薛熠, 杨博鹍, 刘勇, 孙强, 张云, 曹正正, . 液氮循环冷冲击作用下高温花岗岩I型断裂特性研究[J]. 岩土力学, 2025, 46(2): 422-436.
[5] 周长冰, 闫俊豪, 李小双, . 花岗岩热破裂裂隙动态演化特性数值模拟研究[J]. 岩土力学, 2024, 45(S1): 694-704.
[6] 王贵宾, 刘桓兑, 唐明豪, 杨春和, 陈世万, . 复杂应力路径下的花岗岩洞室开挖损伤区研究[J]. 岩土力学, 2024, 45(9): 2539-2553.
[7] 王智德, 钱梦凡, 李杰, 司莹莹, 江俐敏, . 高应变率冲击荷载下节理花岗岩损伤机制研究[J]. 岩土力学, 2024, 45(7): 1917-1928.
[8] 袁伟, 李建春, 李星, . 花岗岩冲击剪切力学行为的试验及数值模拟研究[J]. 岩土力学, 2024, 45(6): 1675-1685.
[9] 王智德, 司莹莹, 李杰, 钱梦凡, 安佳兴, . 低应变率冲击荷载下节理花岗岩的动力响应规律[J]. 岩土力学, 2024, 45(6): 1755-1762.
[10] 赵迎宵, 何伟鹏, 丁晓英, 詹俊, 胡夏嵩, 刘昌义, 缪晓星, 王延秀, 卢海静, 邢光延, 李华坦, 张培豪、. 西宁盆地黄土区草本植物边坡电阻率与土体物理力学性质关系研究[J]. 岩土力学, 2024, 45(2): 477-488.
[11] 刘新荣, 张吉禄, 周小涵, 刘煜宇, 刘瀚之, . 考虑轴向应力作用的贯通裂隙岩体变形及渗流特性研究[J]. 岩土力学, 2024, 45(12): 3596-3612.
[12] 张塑彪, 张帆, 李康文, 马双泽. 高温对不同粒径花岗岩剪切特性影响研究[J]. 岩土力学, 2024, 45(10): 2981-2993.
[13] 王洪建, 崔炎宗, 袁广祥, 赵菲, 张翼宇, 黄志全. 基于单轴压缩试验的不同风化程度花岗岩分形特征分析[J]. 岩土力学, 2023, 44(8): 2249-2265.
[14] 熊超, 黄中伟, 王立超, 史怀忠, 赫文豪, 陈振良, 李根生, . 锥形聚晶金刚石复合片齿破岩特征与机制研究[J]. 岩土力学, 2023, 44(8): 2432-2444.
[15] 王春, 胡慢谷, 王成, . 热−水−力作用下圆孔花岗岩的动态损伤特征及结构模型[J]. 岩土力学, 2023, 44(3): 741-756.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!