黄土-古土壤互层对土壤水分运移及土体微结构的影响

李培月, 李佳慧, 吴健华, 王远航, 陈银富. 黄土-古土壤互层对土壤水分运移及土体微结构的影响[J]. 水文地质工程地质, 2024, 51(3): 1-11. doi: 10.16030/j.cnki.issn.1000-3665.202403039
引用本文: 李培月, 李佳慧, 吴健华, 王远航, 陈银富. 黄土-古土壤互层对土壤水分运移及土体微结构的影响[J]. 水文地质工程地质, 2024, 51(3): 1-11. doi: 10.16030/j.cnki.issn.1000-3665.202403039
LI Peiyue, LI Jiahui, WU Jianhua, WANG Yuanhang, CHEN Yinfu. Effects of loess-paleosol interbedding on soil moisture transport and soil microstructure[J]. Hydrogeology & Engineering Geology, 2024, 51(3): 1-11. doi: 10.16030/j.cnki.issn.1000-3665.202403039
Citation: LI Peiyue, LI Jiahui, WU Jianhua, WANG Yuanhang, CHEN Yinfu. Effects of loess-paleosol interbedding on soil moisture transport and soil microstructure[J]. Hydrogeology & Engineering Geology, 2024, 51(3): 1-11. doi: 10.16030/j.cnki.issn.1000-3665.202403039

黄土-古土壤互层对土壤水分运移及土体微结构的影响

  • 基金项目: 国家自然科学基金项目(42272302;42072286;42090053);国家重点研发计划项目(2023YFC3706901)
详细信息
    作者简介: 李培月(1984—),博士,教授,博士生导师,主要从事旱区环境水文地质研究。E-mail:lipy2@163.com
    通讯作者: 吴健华(1986—),博士,教授,主要从事黄土渗流与水资源开发方面的研究。E-mail:wujianhua@chd.edu.cn
  • 中图分类号: P641.69

Effects of loess-paleosol interbedding on soil moisture transport and soil microstructure

More Information
  • 黄土地区地质灾害问题的发生大多与水在黄土中的入渗有关,而马兰黄土-古土壤互层结构对土壤水分入渗规律的影响显著。为揭示古土壤阻滞作用下黄土水分运移规律及其对黄土体微结构的影响,为黄土地区工程实践提供理论基础,该研究以陕西省泾阳县南塬的黄土为研究对象,采用土柱模型进行水分入渗试验,研究黄土-古土壤互层条件下土壤水分运移规律。在此基础上,通过微结构测试、分形维数和概率熵等指标的计算,分析黄土-古土壤互层条件下土壤水分运移对黄土微结构的影响。结果表明:古土壤层的透水性弱,湿润锋抵达黄土与古土壤界面处产生瞬态滞水,且随着入渗强度增加滞水时间增加;古土壤层影响下黄土与古土壤界面处的滞水会导致孔隙结构相互连通,孔隙空间平均增加4.13%,孔隙方向概率熵平均减少0.029,分形维数平均减小0.076,即古土壤层的阻水作用使得界面处黄土的孔隙空间增大,孔隙排列有序,孔隙形态规则。研究结果为黄土地区的工程建设和生态环境保护提供科学支撑。

  • 加载中
  • 图 1  取样点位置及取样地黄土剖面示意图

    Figure 1. 

    图 2  不同入渗强度下黄土土柱与黄土-古土壤土柱含水率变化趋势图

    Figure 2. 

    图 3  渗透前后黄土土样新鲜面微结构图像

    Figure 3. 

    图 4  黄土试样孔隙率变化及各类孔隙占比图

    Figure 4. 

    表 1  室内土柱渗水试验方案

    Table 1.  Scenarios of seepage test using soil columns

    试验
    编号
    土柱类型 入渗速率
    /(mL·min−1
    渗水
    时长/h
    入渗强度
    /(mm·d−1
    1 L1 1 8.0 18
    L1—S1
    2 L1 2 4.0 36
    L1—S1
    3 L1 3 2.8 55
    L1—S1
    4 L1 5 1.7 92
    L1—S1
    下载: 导出CSV

    表 2  渗透前后黄土试样的孔隙方向概率熵

    Table 2.  Probability entropy of pore direction of loess specimens before and after infiltration

    试验样品 初始试样 1 2 3 4
    L1 L1—S1 L1 L1—S1 L1 L1—S1 L1 L1—S1
    概率熵 0.785 0.899 0.878 0.918 0.861 0.909 0.883 0.954 0.944
    下载: 导出CSV

    表 3  渗透前后黄土试样的孔隙分形维数

    Table 3.  Pore fractal dimension of loess specimens before and after infiltration

    试验样品 拟合方程 孔隙分形维数
    初始试样 lgA = 0.843lgL − 0.128 1.686
    1 L1 lgA = 0.814lgL − 0.098 1.628
    L1—S1 lgA = 0.807lgL − 0.069 1.614
    2 L1 lgA = 0.894lgL − 0.526 1.788
    L1—S1 lgA = 0.810lgL − 0.047 1.620
    3 L1 lgA = 0.860lgL − 0.133 1.720
    L1—S1 lgA = 0.820lgL − 0.343 1.640
    4 L1 lgA = 0.901lgL − 0.314 1.802
    L1—S1 lgA = 0.880lgL − 0.125 1.760
    下载: 导出CSV
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出版历程
收稿日期:  2024-03-19
修回日期:  2024-04-01
刊出日期:  2024-05-15

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