长江科学院院报 ›› 2023, Vol. 40 ›› Issue (11): 118-124.DOI: 10.11988/ckyyb.20220606

• 岩土工程 • 上一篇    下一篇

高温作用下砂岩声发射特征及破坏前兆

王小林1, 温仕轩1, 王煜东2, 张亮1, 雷瑞德3,4   

  1. 1.西安科技大学 建筑与土木工程学院,西安 710054;
    2.西安煤矿机械有限公司, 西安 710200;
    3.四川轻化工大学 土木工程学院,四川 自贡 643000;
    4.页岩气勘探开发国家地方联合工程研究中心(重庆地质矿产研究院),重庆 401120
  • 收稿日期:2022-05-27 修回日期:2022-07-18 出版日期:2023-11-01 发布日期:2023-11-09
  • 通讯作者: 温仕轩(1996-),男,山西大同人,硕士,研究方向为岩土工程。E-mail:wen_shixuan@163.com
  • 作者简介:王小林(1963-),男,陕西蓝田人,副教授,硕士,主要从事爆破及岩土工程方面的教学科研工作。E-mail: 285153896@qq.com
  • 基金资助:
    四川省自然科学基金项目(2022NSFSC1033);桥梁无损检测与工程计算四川省高校重点实验室开放课题基金项目(2022QZJ01)

Acoustic Emission Characteristics and Failure Precursor of Sandstone in High Temperature

WANG Xiao-lin1, WEN Shi-xuan1, WANG Yu-dong2, ZHANG Liang1, LEI Rui-de3,4   

  1. 1. School of Architecture and Civil Engineering, Xi'an University of Science and Technology, Xi'an 710054, China;
    2. Xi'an Coal Mining Machinery Co., Ltd., Xi'an 710200, China;
    3. College of Civil Engineering, Sichuan University of Science & Engineering, Zigong 643000, China;
    4. National and Local Joint Engineering Research Center of Shale Gas Exploration and Development, Chongqing Institute of Geology and Mineral Resources, Chongqing 401120, China
  • Received:2022-05-27 Revised:2022-07-18 Online:2023-11-01 Published:2023-11-09

摘要: 为探究不同温度作用后砂岩声发射多重分形特征及破坏前兆信息,对不同温度加热后砂岩开展室内单轴加载试验,研究试样破坏过程中裂纹起裂应力、损伤应力、峰值应力及声发射特征等的演化规律。试验结果表明:借助声发射技术量化识别了加载过程中不同温度加热后砂岩的裂纹起裂应力和损伤应力门槛,随着温度的增加,不同裂纹应力门槛呈现出先增加后降低的演化规律,裂纹起裂扩展阶段占比逐渐降低。当应力水平由0~0.2σc增至峰后阶段时,多重分形谱宽度呈现出先降低后增加的趋势,该结论进一步证实了加载过程中砂岩内部结构产生的变化。声发射b值总体上呈现出先增加后降低的变化规律,试样失稳破断前声发射b值急剧下降,声发射b值急剧下降阶段可作为失稳突变前兆信息点。

关键词: 砂岩, 高温作用, 声发射, 多重分形, 裂纹应力

Abstract: To investigate the multifractal characteristics of acoustic emission (AE) and failure precursory information in thermally-treated sandstone, we conducted indoor uniaxial compressive tests on sandstone samples subjected to different temperatures. We systematically analyzed the evolution of crack initiation stress, damage stress, peak stress, and AE characteristics throughout the failure process. The experimental results demonstrate that AE technology enables quantitative identification of crack initiation and damage stresses in thermally-treated sandstone. With increasing temperature, different crack stress thresholds exhibit a consistent evolution trend, initially increasing and then decreasing. The proportion of crack initiation and propagation gradually diminishes. As the stress level rises from 0.2σc to the post-peak stage, the width of the multifractal spectrum initially decreases and subsequently increases. This observation further confirms the structural changes occurring within thermally-treated sandstone. During the initial loading stage, the AE-b value experiences an initial increase followed by a decrease. Subsequently, as the sample approaches the unstable failure stage, the AE-b value sharply decreases, which can be considered a precursor to the instability fracture of thermally-treated sandstone.

Key words: sandstone, high temperature, acoustic emission, multifractal, crack stress

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