Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (2): 479-491.doi: 10.16285/j.rsm.2024.0352

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

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).

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

CLC Number: 

  • TU 457
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