岩土力学 ›› 2025, Vol. 46 ›› Issue (1): 110-122.doi: 10.16285/j.rsm.2024.00109

• 基础理论与实验研究 • 上一篇    下一篇

基于多微观手段的季冻区草炭土孔隙特征和渗透性研究

贺元源1, 2, 3,彭绮澜1, 2, 3,王力1, 2, 3,王世梅1, 2, 3,佴磊4,徐燕4, 吕岩4,陈勇1, 2, 3,张先伟5   

  1. 1.三峡大学 三峡库区地质灾害教育部重点实验室,湖北 宜昌 443002;2.三峡大学 防灾减灾湖北省重点实验室,湖北 宜昌 443002; 3.三峡大学 土木与建筑学院,湖北 宜昌 443002;4.吉林大学 建设工程学院,吉林 长春 130026; 5.中国科学院武汉岩土力学研究所 岩土工程国家重点实验室,湖北 武汉 430071
  • 收稿日期:2024-02-23 接受日期:2024-08-12 出版日期:2025-01-10 发布日期:2025-01-04
  • 通讯作者: 王力,男,1988年生,博士,副教授,主要从事水库型滑坡侵蚀致灾机制及非饱和土力学研究。E-mail: wangli_ctgu@126.com
  • 作者简介:贺元源,男,1996年生,博士,讲师,主要从事特殊土力学及多场耦合方面的研究。E-mail: heyuanyuan@ctgu.edu.cn
  • 基金资助:
    三峡大学三峡库区地质灾害教育部重点实验室开放基金课题(No.2023KDZ10);湖北省自然科学基金青年项目(No.2024AFB082);国家自然科学基金(No.41702300,No.41572254);三峡大学防灾减灾湖北省重点实验室开放基金课题(No.2023KJZ23)。

Investigating pore characteristics and permeability of seasonally frozen turfy soil using multiple micro-test methods

HE Yuan-yuan1, 2, 3, PENG Qi-lan1, 2, 3, WANG Li1, 2, 3, WANG Shi-mei1, 2, 3, NIE Lei4, XU Yan4, LYU Yan4, CHEN Yong1, 2, 3, ZHANG Xian-wei5   

  1. 1.Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China Three Gorges University, Yichang, Hubei 443002, China; 2. Hubei Key Laboratory of Disaster Prevention and Mitigation, China Three Gorges University, Yichang, Hubei 443002, China; 3. College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei 443002, China; 4. College of Construction Engineering, Jilin University, Changchun, Jilin 130026, China; 5. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China
  • Received:2024-02-23 Accepted:2024-08-12 Online:2025-01-10 Published:2025-01-04
  • Supported by:
    This work was supported by the Open Fund of the Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education,China Three Gorges University (2023KDZ10), the Youth Fund of Hubei Natural Science Foundation (2024AFB082), the National Natural Science Foundation of China (41702300, 41572254) and the Open Fund of Hubei Key Laboratory of Disaster Prevention and Mitigation of China Three Gorges University (2023KJZ23).

摘要: 土体的宏观性质主要受其微观结构和孔隙特征的影响。查明土体在冻融等外部条件影响下的微观演化规律对岩土工程研究具有重要意义。草炭土作为季节性冻土和特殊土,由于其腐殖质和植物纤维含量较高,具有较高的压缩性和较低的强度。因此,以草炭土为研究对象,通过土工试验、核磁共振(nuclear magnetic resonance,简称NMR)、X射线计算机断层扫描(computed tompography,简称CT)和扫描电子显微镜(scanning electron microscope,简称SEM)等方法研究了草炭土的微观结构、孔隙特征和冻融效应。基于岩土力学和核磁共振理论,完成CT切片和SEM的微观图像分割,以识别空气孔隙和储水孔隙。结合微观图像和成分分析,草炭土的微观结构揭示了有机质组分是能够容纳和传导水分的土壤基质。冻融后草炭土的孔径分布表现为中孔比例增加,孔隙总体数量显著增加。因此,量化微观参数表明冻融后草炭土的孔隙连通性增强,孔隙形状复杂程度降低,渗透性增强。通过对非饱和土理论计算的验证表明,核磁共振方法能够有效地表征冻融土渗透性的变化。研究成果可作为高有机质、高纤维含量土壤研究的基础,也可作为草炭土分布区工程建设的参数依据。

关键词: 草炭土, 冻融, 微观结构, 孔隙特征, 核磁共振(NMR), 计算机断层扫描(CT)

Abstract: The macroscopic properties of soil are primarily influenced by its microstructure and pore characteristics. Understanding the microscopic evolution of soil under external conditions like freeze-thaw is crucial for geotechnical studies. Turfy soil, a seasonally frozen and unique type of soil, exhibits high compressibility and low strength due to its high humus and plant fiber content. Therefore, this study focused on turfy soil to investigate its microstructures, pore characteristics and the effects of freeze-thaw using methods such as geotechnical tests, nuclear magnetic resonance (NMR), X-ray computed tomography (CT) and scanning electron microscopy (SEM). Utilizing geotechnical and NMR theories, micro-image segmentation was performed on CT slices and SEM images to identify air and water-storage pores. Combined with microscopic images and compositional analysis, the microstructure of turfy soil reveals that the organic matter component forms a matrix capable of containing and conducting water. The pore size distribution of turfy soil after freeze-thaw shows an increased proportion of mesopores and a significant increase in the number of pores. Consequently, quantitative characterization of microscopic parameters indicates enhanced pore connectivity and reduced pore shape complexity in turfy soil before and after freeze-thaw, thereby enhancing permeability. Verification of theoretical calculations for unsaturated soil shows that the NMR method effectively measures the permeability of freezing and thawing soil. The research findings can serve as a basis for studies on soil with high organic matter and fiber content and can be applied as a parameter basis for engineering construction in regions with turfy soil.

Key words: turfy soil, freeze-thaw, microstructures, pore characteristic, nuclear magnetic resonance (NMR), computed tompography (CT)

中图分类号: TD 411
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