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晚更新世黄土渗透性的各向异性及其机制研究

梁燕 邢鲜丽 李同录 徐平 刘树林

岩土力学2012,Vol.33Issue(5):1313-1318,6.
岩土力学2012,Vol.33Issue(5):1313-1318,6.

晚更新世黄土渗透性的各向异性及其机制研究

Study of the anisotropic permeability and mechanism of Q3 loess

梁燕 1邢鲜丽 2李同录 2徐平 2刘树林3

作者信息

  • 1. 长安大学公路学院特殊地区公路工程教育部重点实验室,西安710064
  • 2. 长安大学地质工程与测绘学院,西安710054
  • 3. 中交第一公路勘察设计研究院有限公司,西安710075
  • 折叠

摘要

Abstract

The permeability of unsaturated loess is an important part of its properties. The research on loess permeability in different directions is particularly important to determine the range of loess collapse and the study of loess landslides caused by the infiltration of water in the loess. So, the anisotropic permeability and mechanism of Q3 loess are studied. The test samples are the undisturbed Q3 loess with obvious anisotropy from a building site in Xi'an city. The matrix suctions at different volumetric water contents and in different directions are measured with tensiometer. The saturated hydraulic conductivity is measured by falling head permeability test. The results show, while tensiometer is inserted vertically and paralleling with soil layer into samples, that the suctions are very close as the volumetric water content is between 0.23 and 0.41; and the saturated hydraulic conductivity in vertical direction is 4.02 times as that in horizontal direction. Further, the correlation function between the hydraulic conductivity and suction for unsaturated loess in vertical and horizontal directions is obtained by the soil-water characteristic curve based on the measured suctions. It can be obtained that the hydraulic conductivity reduces/increases with the matrix suction increases/reduces in both directions of the loess. The hydraulic conductivity in vertical is generally higher than that in horizontal. The difference of hydraulic conductivity between vertical and horizontal directions reduces with the matrix suction increases when matrix suction is less than 57 kPa. Structure observation shows that the anisotropy of loess structure has a significant effect on the anisotropic permeability.

关键词

原状Q3黄土/各向异性/非饱和土/渗透性/微观结构/机制

Key words

undisturbed Q3 loess/ anisotropy/ soil moisture/ permeability/ microstructure/ mechanisms

分类

交通工程

引用本文复制引用

梁燕,邢鲜丽,李同录,徐平,刘树林..晚更新世黄土渗透性的各向异性及其机制研究[J].岩土力学,2012,33(5):1313-1318,6.

基金项目

国家自然科学基金资助项目(No.40972182). (No.40972182)

岩土力学

OA北大核心CSCDCSTPCD

1000-7598

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