岩土力学 ›› 2026, Vol. 47 ›› Issue (3): 780-792.doi: 10.16285/j.rsm.2025.0284CSTR: 32223.14.j.rsm.2025.0284

• 基础理论与实验研究 • 上一篇    下一篇

富碱性水环境砂质泥岩孔隙结构演化与分形特征研究

刘家顺1, 2,周妮1, 3,左建平4,郑智勇1,金佳旭1   

  1. 1. 辽宁工程技术大学 土木工程学院,辽宁 阜新 123000;2. 中国科学院武汉岩土力学研究所 岩土力学与工程安全全国重点实验室,湖北 武汉 430071;3. 华侨大学 福建省隧道与城市地下空间工程技术研究中心,福建 厦门 361021; 4. 中国矿业大学(北京) 力学与土木工程学院,北京 100083
  • 收稿日期:2025-03-19 接受日期:2025-07-14 出版日期:2026-03-17 发布日期:2026-03-17
  • 作者简介:刘家顺,男,1986年生,博士,教授,主要从事岩土力学与工程方面的研究。E-mail: liujiashun000@163.com
  • 基金资助:
    国家自然科学基金(No.52374091,No.52104088,No.52225404);岩土力学与工程安全全国重点实验室开放基金(No.SKLGME022021);“兴辽英才计划”青年拔尖人才项目(No.XLYC2403057)。

Evolution and fractal characteristics of pore structure in sandy mudstone under alkaline-rich aqueous conditions

LIU Jia-shun1, 2, ZHOU Ni1, 3, ZUO Jian-ping4, ZHENG Zhi-yong1, JIN Jia-xu1   

  1. 1. School of Civil Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China, 2. State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China; 3. Fujian Research Center for Tunneling and Urban Underground Space Engineering, Huaqiao University, Xiamen, Fujian 361021, China; 4. School of Mechanics and Civil Engineering, China University of Mining and Technology(Beijing), Beijing 100083, China
  • Received:2025-03-19 Accepted:2025-07-14 Online:2026-03-17 Published:2026-03-17
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52374091, 52104088, 52225404), the Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering Safety (SKLGME022021) and Liaoning Revitalization Talents Program (XLYC2403057).

摘要: 富碱性水环境将降低围岩承载力,诱发巷道不均匀变形和塌方冒顶,威胁巷道施工安全。以富碱性水环境浸泡砂质泥岩为研究对象,利用单轴压缩试验(uniaxial compression,简称UC)和核磁共振测试技术(nuclear magnetic resonance,简称NMR)研究了不同pH溶液浸泡后砂质泥岩强度劣化和孔隙结构演化特征,构建了孔隙分形维数D与单轴抗压强度Rc之间的关联函数,揭示了碱性水环境下砂质泥岩细观结构演化特性和宏观强度劣化机制。结果表明:(1)随着pH值的增大,砂质泥岩中微孔(孔径r1≤0.01 m)和中孔(孔径0.01 m<r2≤1.00 m)不断扩展且逐渐发育为大孔(孔径r3>1.00 m),导致砂质泥岩单轴抗压强度的降低;(2)富碱性水环境下砂质泥岩孔隙结构呈多重分形结构,砂质泥岩的力学强度与其内部孔隙结构与分布形态密切相关。(3)随着pH值的增大,岩样沿轴向的破裂面逐渐增多,主破裂面附近出现了大量的次生裂纹,且有明显的剥落现象;(4)碱性水的溶蚀作用和砂质泥岩吸水膨胀效应是导致砂质泥岩细观孔隙结构演化和宏观强度劣化的根本原因。研究成果有助于提高富碱性水环境下软岩巷道围岩变形控制和工程灾害防治能力。

关键词: 砂质泥岩, 富碱性水, 孔隙结构, 分形维数, 强度劣化机制

Abstract: An alkaline water-enriched environment reduces the bearing capacity of surrounding rock, inducing uneven deformation, collapse, and roof fall in roadways, thereby threatening construction safety. Sandy mudstone specimens immersed in alkaline water environments were studied. The strength deterioration and pore structure evolution of these rocks after immersion in solutions with different pH values were investigated using uniaxial compression (UC) tests and nuclear magnetic resonance (NMR) tests. A correlation function between the pore fractal dimension (D) and uniaxial compressive strength Rc was established, revealing the mesoscopic pore structure evolution characteristics and macroscopic strength degradation mechanism of sandy mudstone in alkaline water environments. The results show that: (1) As pH increases, micropores (pore size r1≤0.01 m) and mesopores (0.01 m < r2≤1.00 m) in sandy mudstone gradually expand and develop into macropores (pore size r3>1.00 m), leading to a reduction in Rc. (2) The pore structure of sandy mudstone in alkaline water environments exhibits a multifractal characteristic, and its mechanical strength is closely related to the internal pore structure and distribution morphology. (3) With increasing pH, the number of axial fracture surfaces gradually increases, with numerous secondary cracks developing near the main fracture surface and pronounced spalling occurring. (4) The dissolution effect of alkaline water and the water-absorption swelling behavior of sandy mudstone are the fundamental mechanisms responsible for the evolution of mesoscopic pore structure and macroscopic strength degradation. The findings contribute to improving deformation control and disaster prevention for soft rock roadways in alkaline water environments.

Key words: sandy mudstone, alkaline water-enriched, pore structure, fractal dimension, strength degradation mechanism

中图分类号: TU451
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