欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2023, Vol. 52 ›› Issue (03): 94-99.

• 采矿工程 • 上一篇    下一篇

酸性冻融循环条件下砂岩力学特性及损伤研究

彭 成1,2 李安然1 刘 顺1 谢阳发1 钟启明2
  

  1. 1. 南华大学土木工程学院,湖南 衡阳 421000;2. 水利部土石坝破坏机理与防控技术重点实验室,江苏 南京 210000
  • 出版日期:2023-03-15 发布日期:2023-04-12
  • 基金资助:
    水利部土石坝破坏机理与防控技术重点实验室开放基金项目(编号:YK319008);国家自然科学基金青年基金项目(编号:51708273);湖南省教育厅项目(编号:20C1608)。

Study on Mechanical Properties and Damage of Sandstone under Acidic Conditions and Freeze-thaw Cycles

PENG Cheng1,2 LI Anran1 LIU Shun1 XIE Yangfa1 ZHONG Qiming2   

  1. 1. School of Civil Engineering,University of South China,Hengyang 421000,China;2. Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam of the Ministry of Water Resources,Nanjing,210000,China
  • Online:2023-03-15 Published:2023-04-12

摘要: 为研究水化学—冻融循环耦合作用下的砂岩力学特性变化及损伤劣化规律,通过水化学溶液浸泡和冻 融循环作用获得不同损伤程度的砂岩试样,进行单轴压缩试验,分析其力学特性,并通过 SEM 扫描电镜从微细观角度 讨论了砂岩损伤劣化机理。 研究结果表明:① 随着冻融循环次数增加,砂岩在酸性溶液下的纵波波速衰减程度与质 量损失率较中性溶液下更大,且酸性溶液 pH 值越低响应幅度越大;② 峰值应力与冻融循环次数呈负相关,与浸泡溶 液 pH 值呈正相关,砂岩呈现出由脆性向延性转化的趋势;③ 从微细观结构角度分析得出砂岩损伤劣化是交替进行并 不断积累的;④ 以弹性模量定义砂岩损伤变量,拟合建立了损伤变量规律函数模型,表明浸泡溶液 pH 值越低、冻融循 环次数越高的砂岩损伤劣化程度越大。 研究成果可为受酸侵蚀环境下寒区工程建设、矿山地下开采提供参考。

关键词: 砂岩, 水化学, 冻融循环, 力学特性, 损伤变量

Abstract: In order to study the change of sandstone mechanical properties and the law of damage and deterioration under the action of hydrochemistry-freeze-thaw cycles,sandstone samples with different damage degrees were obtained by immersion in hydrochemical solution and freeze-thaw cycles,and then uniaxial compression experiments were carried out to discuss their mechanical properties,the damage and deterioration mechanism of sandstone was analyzed from a microscopic point of view by scanning electron microscope. The study results show that:① With the increase of freeze-thaw cycles,the longitudinal wave velocity attenuation and mass loss rate of sandstone in acidic solution are greater than those in neutral solution,and the lower the pH value of acidic solution is,the greater the response range is. ② The peak stress is negatively correlated with the number of freeze-thaw cycles,and positively correlated with the pH value of soaking solution. The sandstone presents a tendency of transformation from brittleness to ductility. ③ From the perspective of microscopic structure analysis,it is concluded that the damage and deterioration of sandstone is alternately and continuously accumulated. ④ The elastic modulus was used to define the damage variable of sandstone,and the law function model of the damage variable was established by fitting,which showed that the lower the pH value of soaking solution,the higher the number of freeze-thaw cycles,the greater the damage deterioration degree of sandstone. The study results can provide references for engineering construction in cold areas and underground mining in the acid-eroded environment.