岩土力学 ›› 2025, Vol. 46 ›› Issue (2): 479-491.doi: 10.16285/j.rsm.2024.0352

• 基础理论与实验研究 • 上一篇    下一篇

水汽循环作用下红层泥岩的损伤劣化特性研究

于天佑1, 2,蒋关鲁1, 2, 3,饶千竺1, 2,朱丹1, 2,陈虹羽1, 2,刘先峰1, 2, 3   

  1. l. 西南交通大学 土木工程学院,四川 成都 610031;2. 西南交通大学 高速铁路线路工程教育部重点工程实验室,四川 成都 610031; 3. 新疆工程学院 土木工程学院,新疆 乌鲁木齐 830023
  • 收稿日期:2024-03-24 接受日期:2024-08-30 出版日期:2025-02-10 发布日期:2025-02-11
  • 通讯作者: 蒋关鲁,男,1962年生,博士,教授,博士生导师,主要从事特殊土力学、地基与基础工程方面的研究工作。E-mail: wgljiang@swjtu.edu.cn
  • 作者简介:于天佑,男,1995年生,博士研究生,主要从事红层泥岩(土)等特殊土方面的研究工作。E-mail: tyyu@my.swjtu.edu.cn
  • 基金资助:
    国家自然科学基金(No. 52378463,No. 52478475,No. 52478472);国家重点基础研究发展项目(No. 2022YFE0104600);四川省国际科技创新合作项目(No. 2021YFH0024)

Damage and deterioration characteristics of red mudstone under water vapor cycles

YU Tian-you1, 2, JIANG Guan-lu1, 2, 3, RAO Qian-zhu1, 2, ZHU Dan1, 2, CHEN Hong-yu1, 2, LIU Xian-feng1, 2, 3   

  1. 1. School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; 2. Key Laboratory of High-speed Railway Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; 3. School of Civil Engineering, Xinjiang Institute of Engineering, Urumqi, Xinjiang 830023, China
  • Received:2024-03-24 Accepted:2024-08-30 Online:2025-02-10 Published:2025-02-11
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52378463, 52478475, 52478472), the National Program on Key Basic Research Project of China (2022YFE0104600) and the Sichuan International Science and Technology Innovation Cooperation Project (2021YFH0024).

摘要: 为研究水汽循环作用下红层泥岩的强度、变形及损伤的演化规律,对红层泥岩开展了水汽循环试验。通过单轴压缩试验、巴西劈裂试验以及声发射与三维数字图像相关(three-dimensional digital image correlation,简称DIC-3D)技术,研究了不同水汽循环次数下红层泥岩强度、变形及损伤特性的演化规律。研究结果表明:随着水汽循环次数的增加,泥岩含水率和体积将产生不可逆累积,泥岩的水汽平衡时间延长;水汽循环作用将导致泥岩抗压强度、抗拉强度、弹性模量和剪切模量的衰减,由此提出了红层泥岩的指数型劣化模型;在经历不同水汽循环次数后的单轴加载过程中,泥岩的破裂形态随循环次数的增加由整体剪切破坏逐步发展为局部弥散裂纹发展破坏的模式,演化规律的特征表现为裂隙闭合点推迟、起裂应力和损伤应力点提前、岩石的压密过程延长、线弹性变形阶段缩短以及岩石抵抗变形的能力降低。

关键词: 红层泥岩, 水汽循环试验, DIC-3D技术, 声发射技术

Abstract: A series of water vapor cycle experiments was conducted to examine the evolution of strength, deformation, and damage characteristics of red mudstone. The experiments included uniaxial compression tests and Brazilian splitting tests, utilizing acoustic emission (AE) and three-dimensional digital image correlation (DIC-3D) technology. The study concentrated on the evolutions in strength, deformation, and damage characteristics of red mudstone following different water vapor cycles. Results indicated that as water vapor cycles increased, the water content and volume of the mudstone showed irreversible accumulation, and the time required to reach water vapor equilibrium extended. Water vapor cycles caused reductions in compressive strength, tensile strength, elastic modulus, and shear modulus of the mudstone, leading to the proposal of an exponential degradation model for red mudstone. During uniaxial loading after different water vapor cycles, the failure mode of mudstone transitioned from overall shear failure to localized development of dispersed cracks. The evolution characteristics included delayed closure points of fractures, earlier onset of initial and damage stresses, extended compaction processes, shortened linear elastic deformation stages, and reduced ability of the rock to resist deformation.

Key words: red mudstone, water vapor cycle experiments, DIC-3D technology, acoustic emission technology

中图分类号: TU 457
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