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湿度变化对黄土微观结构的影响研究

曹磊 杨利国 吴江 张晓聪

曹磊, 杨利国, 吴江, 张晓聪. 湿度变化对黄土微观结构的影响研究[J]. 岩土工程技术, 2025, 39(3): 460-465. doi: 10.20265/j.cnki.issn.1007-2993.2024-0205
引用本文: 曹磊, 杨利国, 吴江, 张晓聪. 湿度变化对黄土微观结构的影响研究[J]. 岩土工程技术, 2025, 39(3): 460-465. doi: 10.20265/j.cnki.issn.1007-2993.2024-0205
Cao Lei, Yang Liguo, Wu Jiang, Zhang Xiaocong. The influence of humidity changes on the microstructure of loess[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(3): 460-465. doi: 10.20265/j.cnki.issn.1007-2993.2024-0205
Citation: Cao Lei, Yang Liguo, Wu Jiang, Zhang Xiaocong. The influence of humidity changes on the microstructure of loess[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(3): 460-465. doi: 10.20265/j.cnki.issn.1007-2993.2024-0205

湿度变化对黄土微观结构的影响研究

doi: 10.20265/j.cnki.issn.1007-2993.2024-0205
基金项目: 2023年开封市科技发展计划(科技攻关项目:2303056)
详细信息
    作者简介:

    曹 磊,男,1978年生,硕士,副教授,主要从事土木工程专业教学和科研工作。E-mail:20303051@qq.com

  • 中图分类号: TU411

The influence of humidity changes on the microstructure of loess

  • 摘要: 原状黄土具有显著的水敏性特征,为探究含水率变化对原状黄土微观结构的影响,通过多个含水率条件下原状黄土的扫描电镜试验,对黄土的微观特征进行定性分析;通过IPP6.0软件对SEM图像进行了二值化处理,对原状黄土的孔隙面积、孔隙直径、孔隙形态与孔隙角度分布规律进行了定量描述;利用皮尔森相关性分析方法对原状黄土含水率与微观结构指标进行了相关性分析。结果表明:含水率变化会显著影响黄土的颗粒形态与孔隙分布特征,表现为总孔隙面积、大孔隙面积、平均孔径、圆度和凸度随含水率的增大而增大,孔隙概率熵随含水率增大而减小。

     

  • 图  1  黄土颗粒级配曲线

    图  2  扫描电镜仪(JSM-6700F)

    图  3  试样制备与试验过程

    图  4  黄土SEM与二值化图像(A:单粒结构,B:团粒结构,C:絮状结构)

    图  5  黄土SEM二值化图像

    图  6  孔隙面积分布条形图

    图  7  黄土孔径分布散点图

    图  8  不同含水率黄土的平均孔径点线图

    图  9  黄土孔隙形态变化点线图

    图  10  孔隙角度分布玫瑰图

    图  11  相关性分析热点图

    表  1  基本物性指标

    密度ρ/
    (g·cm−3
    比重
    Gs
    含水率
    w/%
    液限
    wL/%
    塑限
    wP/%
    塑性指数
    IP
    1.36 2.70 22.0 39 25 14
    下载: 导出CSV

    表  2  黄土孔隙概率熵

    含水率w5%10%15%20%25%36%
    孔隙概率熵值Hm0.84640.80860.85640.82160.66900.6798
    下载: 导出CSV
  • [1] 石玉成, 裘国荣. 基于微结构的黄土震陷本构关系研究[J]. 岩土工程学报,2011,33(S1):7-11. (SHI Y C, QIU G R. Constitutive relation of seismic subsidence of loess based on microstructure[J]. Chinese Journal of Geotechnical Engineering,2011,33(S1):7-11. (in Chinese)

    SHI Y C, QIU G R. Constitutive relation of seismic subsidence of loess based on microstructure[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(S1): 7-11. (in Chinese)
    [2] 孙萍萍, 张茂省, 冯 立, 等. 黄土水敏性及其时空分布规律[J]. 西北地质,2019,52(2):117-124. (SUN P P, ZHANG M S, FENG L, et al. Water sensitivity of loess and its spatial-temporal distribution on the Loess Plateau[J]. Northwestern Geology,2019,52(2):117-124. (in Chinese)

    SUN P P, ZHANG M S, FENG L, et al. Water sensitivity of loess and its spatial-temporal distribution on the Loess Plateau[J]. Northwestern Geology, 2019, 52(2): 117-124. (in Chinese)
    [3] 周萃英. 土体微观结构研究与土力学的发展方向——若干进展与思考[J]. 地球科学——中国地质大学学报,2000,25(2):215-220. (ZHOU C Y. Research into soil mass microstructure and some progresses on soil mechanics[J]. Earth Science-Journal of China University of Geosciences,2000,25(2):215-220. (in Chinese)

    ZHOU C Y. Research into soil mass microstructure and some progresses on soil mechanics[J]. Earth Science-Journal of China University of Geosciences, 2000, 25(2): 215-220. (in Chinese)
    [4] 谢定义. 试论我国黄土力学研究中的若干新趋向[J]. 岩土工程学报,2001,23(1):3-13. (XIE D Y. Exploration of some new tendencies in research of loess soil mechanics[J]. Chinese Journal of Geotechnical Engineering,2001,23(1):3-13. (in Chinese) doi: 10.3321/j.issn:1000-4548.2001.01.002

    XIE D Y. Exploration of some new tendencies in research of loess soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(1): 3-13. (in Chinese) doi: 10.3321/j.issn:1000-4548.2001.01.002
    [5] 陈开圣, 沙爱民. 压实黄土不同含水率下微观结构特征[J]. 公路, 2009(11): 103-107. (CHEN K S, SHA A M. Microstructure characteristics of compacted loess under different moisture contents[J]. Highway, 2009(11): 103-107. (in Chinese)

    CHEN K S, SHA A M. Microstructure characteristics of compacted loess under different moisture contents[J]. Highway, 2009(11): 103-107. (in Chinese)
    [6] 孙 茜, 阎长虹, 刘 羊. 无侧限压缩条件下重塑土微观结构研究[J]. 防灾减灾工程学报,2022,42(3):571-578. (SUN Q, YAN C H, LIU Y. study on the microstructure of the remolded soil under unconfined compression[J]. Journal of Disaster Prevention and Mitigation Engineering,2022,42(3):571-578. (in Chinese)

    SUN Q, YAN C H, LIU Y. study on the microstructure of the remolded soil under unconfined compression[J]. Journal of Disaster Prevention and Mitigation Engineering, 2022, 42(3): 571-578. (in Chinese)
    [7] 王志强. 含水率对黄土微观结构的作用效应分析[J]. 四川建材,2022,48(6):14-15,17. (WANG Z Q. Effect of water content on loess microstructure[J]. Sichuan Building Materials,2022,48(6):14-15,17. (in Chinese) doi: 10.3969/j.issn.1672-4011.2022.06.007

    WANG Z Q. Effect of water content on loess microstructure[J]. Sichuan Building Materials, 2022, 48(6): 14-15,17. (in Chinese) doi: 10.3969/j.issn.1672-4011.2022.06.007
    [8] 郑万鹏, 窦 晖, 梁 伟, 等. 基于黄土微观结构演化的湿陷性机理研究[J]. 公路, 2023, 68(8): 322-325. (ZHENG W P, DOU H, LIANG W, et al. Research on the collapsibility mechanism based on the microstructure evolution of loess[J]. Highway, 2023, 68(8): 322-325. (in Chinese)

    ZHENG W P, DOU H, LIANG W, et al. Research on the collapsibility mechanism based on the microstructure evolution of loess[J]. Highway, 2023, 68(8): 322-325. (in Chinese)
    [9] 王 宇, 李同录, 雷雨露, 等. 压实黄土土水特征对其孔隙结构的响应[J]. 岩石力学与工程学报,2022,41(6):1246-1255. (WANG Y, LI T L, LEI Y L, et al. Responding of soil-water characteristics of compacted loess soil to its pore structure[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(6):1246-1255. (in Chinese)

    WANG Y, LI T L, LEI Y L, et al. Responding of soil-water characteristics of compacted loess soil to its pore structure[J]. Chinese Journal of Rock Mechanics and Engineering, 2022, 41(6): 1246-1255. (in Chinese)
    [10] WANG J D, LI P, GU Q, et al. Changes in tensile strength and microstructure of loess due to vibration[J]. Journal of Asian Earth Sciences,2019,169:298-307. doi: 10.1016/j.jseaes.2018.10.011
    [11] 方祥位, 申春妮, 李春海, 等. 重塑Q2黄土微观结构研究[J]. 地下空间与工程学报,2014,10(6):1231-1236,1329. (FANG X W, SHEN C N, LI C H, et al. Research on microstructure of remolded Q2 loess[J]. Chinese Journal of Underground Space and Engineering,2014,10(6):1231-1236,1329. (in Chinese)

    FANG X W, SHEN C N, LI C H, et al. Research on microstructure of remolded Q2 loess[J]. Chinese Journal of Underground Space and Engineering, 2014, 10(6): 1231-1236,1329. (in Chinese)
    [12] 雷祥义. 中国黄土的孔隙类型与湿陷性[J]. 中国科学(B辑), 1987, 17(12): 1309-1318. (LEI X Y. Pore types and collapsibility of loess in China[J]. Scientia Sinica, 1987, 17(12): 1309-1318. (in Chinese)

    LEI X Y. Pore types and collapsibility of loess in China[J]. Scientia Sinica, 1987, 17(12): 1309-1318. (in Chinese)
    [13] KLAVER J, DESBOIS G, LITTKE R, et al. BIB-SEM characterization of pore space morphology and distribution in postmature to overmature samples from the Haynesville and Bossier Shales[J]. Marine and Petroleum Geology,2015,59:451-466. doi: 10.1016/j.marpetgeo.2014.09.020
    [14] XU P P, ZHANG Q Y, QIAN H, et al. An investigation into the relationship between saturated permeability and microstructure of remolded loess: a case study from Chinese Loess Plateau[J]. Geoderma,2021,382:114774. doi: 10.1016/j.geoderma.2020.114774
    [15] 董立朋, 聂清浩, 孙晓坤, 等. 基于皮尔逊相关系数法的盾构掘进参数对地表沉降影响分析[J]. 施工技术(中英文),2024,53(1):116-123. (DONG L P, NIE Q H, SUN X Q, et al. Analysis of impact of shield tunneling parameters on ground settlement based on Pearson correlation coefficient method[J]. Construction Technology,2024,53(1):116-123. (in Chinese)

    DONG L P, NIE Q H, SUN X Q, et al. Analysis of impact of shield tunneling parameters on ground settlement based on Pearson correlation coefficient method[J]. Construction Technology, 2024, 53(1): 116-123. (in Chinese)
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出版历程
  • 收稿日期:  2024-05-14
  • 修回日期:  2024-10-14
  • 录用日期:  2024-10-29
  • 刊出日期:  2025-06-09

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