岩土力学 ›› 2023, Vol. 44 ›› Issue (9): 2509-2524.doi: 10.16285/j.rsm.2022.1491

• 基础理论与实验研究 • 上一篇    下一篇

化学腐蚀下节理花岗岩法向刚度演变规律试验研究

刘尚,刘日成,李树忱,蔚立元,胡明慧   

  1. 中国矿业大学 深部岩土力学与地下工程国家重点实验室,江苏 徐州 221116
  • 收稿日期:2022-09-25 接受日期:2023-01-03 出版日期:2023-09-11 发布日期:2023-09-02
  • 通讯作者: 刘日成,男,1986年生,博士,研究员,主要从事复杂裂隙岩体剪切渗流方面的研究工作。E-mail: liuricheng@cumt.edu.cn E-mail:liushang@cumt.edu.cn
  • 作者简介:刘尚,男,1997年生,硕士研究生,主要从事侧限条件下节理岩体力学特性研究。
  • 基金资助:
    国家自然科学基金项目(No.51979272,No.52179118);江苏省自然科学基金项目(No.BK20211584);江苏省科技厅科技项目(No.BK20220025)。

Experimental study on evolution of normal stiffness of granite joints treated by chemical corrosion

LIU Shang, LIU Ri-cheng, LI Shu-chen, YU Li-yuan, HU Ming-hui   

  1. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu 221116, China
  • Received:2022-09-25 Accepted:2023-01-03 Online:2023-09-11 Published:2023-09-02
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51979272, 52179118), the Natural Science Foundation of Jiangsu Province, China (BK20211584) and the Science and Technology Projects of Jiangsu Provincial Department of Science and Technology (BK20220025).

摘要: 通过开展侧限条件下完整试样及不吻合节理试样法向荷载压缩试验,研究了节理花岗岩法向应力及法向闭合的变化特征,揭示了不同化学溶液酸碱值pH(1、3、7、12)和不同腐蚀时间t(10、30、100 d)条件下含不同初始开度b的节理试样法向刚度演变规律。试验结果表明:不吻合节理试样的应力随应变变化特征不同于完整试样及吻合节理试样,由于节理表面微凸体的崩解,在应力−应变曲线整体增长过程中产生了局部应力降现象。不吻合节理法向闭合曲线呈现非线性的特点,法向位移增加速率随法向应力先增大后减小;相同法向应力下,试样法向位移及节理闭合速率随初始开度的增大而变大。通过引入经典节理闭合模型,分析得出节理试样法向刚度同时受初始开度、pH值及腐蚀天数的影响,其中受初始开度的大小影响最为明显。当pH = 1、t = 10 d时,法向位移从1~3 mm,b = 1.65 mm的试样法向应力较b = 3.4 mm的试样提高46.26%~149.46%;节理法向应力及刚度随着酸性溶液pH值的减小而减小;随腐蚀时间增加,不同化学溶液下的部分节理法向刚度先减小后增大。

关键词: 岩石力学, 粗糙节理, 法向闭合, 化学腐蚀, 初始开度, 法向刚度

Abstract: In this study, the variation characteristics of normal stress and normal closure of granite joints were studied. The effect of chemical solution with different pH values (1, 3, 7, 12), the corrosion time t (10, 30, 100 d) and various initial openings b on the evolution of the specific normal stiffness of the specimens were revealed through normal load compression tests taking into account constraint circumferential stiffness boundary conditions. The experimental results indicate that the normal stress-normal strain curves of specimens with mismatched joints are different from the intact specimens and specimens with matched joints. Due to the crushing of the asperity on the surface of the joints, the local stress drop phenomenon occurs during the overall growth process of the stress−strain curves. The normal closing curve of mismatched joints exhibit nonlinear characteristics, in which the increasing rate of normal displacement first increases and then decreases with the increment of normal stress. Under the same normal stress, both the normal displacement and the closing rate increase with the increment of the initial opening. By introducing several classical joint closure models, it is found that the normal stress and stiffness of joints are affected by the initial opening, pH value and corrosion days, among which the initial opening is the most import. When pH = 1 and t = 10 d, with an increase of normal displacement from 1−3 mm, the normal stress of the specimens with b = 1.65 mm increase by 46.26 %−149.46 %, compared with the specimens with b = 3.4 mm. The specific normal stiffness of the mismatched joints decreases with the reduction of pH value. The normal stiffness of joints in different chemical solutions decreases first and increases then as the corrosion time increases.

Key words: rock mechanics, rough joints, normal closure, chemical corrosion, initial opening, normal stiffness

中图分类号: TU452
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