Modelling the water retention behaviour of anisotropic soils

被引:29
作者
Zhou, Chao [1 ]
Chen, Rui [2 ,3 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hung Hom, Hong Kong, Peoples R China
[2] Harbin Inst Technol, Shenzhen Key Lab Smart Struct Syst Civil Engn, Shenzhen, Peoples R China
[3] Harbin Inst Technol, Sch Civil & Environm Engn, Shenzhen, Peoples R China
基金
美国国家科学基金会;
关键词
Unsaturated soil; Water retention; Anisotropy; Pore shape;
D O I
10.1016/j.jhydrol.2021.126361
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Water retention curve (WRC) is an important parameter for unsaturated soils. It is greatly affected by the anisotropy of pore structure, as supported by experimental results in the literature. So far, however, the mechanism and theoretical modelling of anisotropy effects have not been investigated. These two issues were explored in this study based on two-dimensional analysis of soil pores, while were approximated as a series of ellipses for simplicity. According to experimental results in the literature, the pores of anisotropic specimen are more elongated than those of isotropic specimen on average. The elongated pore has a higher water retention ability than the round pore when they have the same area. As a consequence, the water retention ability of anisotropic specimen is higher than that of isotropic specimen. On the basis of this mechanism, a new WRC model was proposed for isotropic and anisotropic soils. To verify the new model, it was applied to simulate the WRCs of three soils with isotropic and anisotropic pore structures. Measured and calculated results were well matched with the coefficient of determination (R-2) in the range of 0.89 to 0.99 and the root-mean-square error (RMSE) ranging from 0.009 to 0.073. It is convincingly demonstrated that the new model is able to capture the influence of anisotropy on WRC.
引用
收藏
页数:4
相关论文
共 20 条
  • [1] Comprehensive microstructural characterizations of 1-D consolidated kaolinite samples with fabric tensors and pore elongation factors
    Chow, Jun Kang
    Li, Zhaofeng
    Wang, Yu-Hsing
    [J]. ENGINEERING GEOLOGY, 2019, 248 : 22 - 33
  • [2] Pore Morphology, Porosity, and Pore Size Distribution in Kaolinitic Remolded Clays under Triaxial Loading
    Gao, Qian-Feng
    Jrad, Mohamad
    Hattab, Mahdia
    Fleureau, Jean-Marie
    Ameur, Lamine Ighil
    [J]. INTERNATIONAL JOURNAL OF GEOMECHANICS, 2020, 20 (06)
  • [3] Comparison of Soil-Water Characteristic Curves in One-Dimensional and Isotropic Stress Conditions
    Habasimbi, Paul
    Nishimura, Tomoyoshi
    [J]. SOIL SYSTEMS, 2018, 2 (03): : 1 - 15
  • [4] Pore orientation of granular materials during biaxial compression
    Kang, Dong Hun
    Yun, Tae Sup
    Evans, T. Matthew
    [J]. COMPUTERS AND GEOTECHNICS, 2014, 59 : 1 - 11
  • [5] An estimation of the main wetting branch of the soil water retention curve based on its main drying branch using the machine learning method
    Lamorski, Krzysztof
    Simunek, Jiri
    Slawinski, Cezary
    Lamorska, Joanna
    [J]. WATER RESOURCES RESEARCH, 2017, 53 (02) : 1539 - 1552
  • [6] Ng C.W., 2007, ADV UNSATURATED SOIL
  • [7] Constitutive modelling of state-dependent behaviour of unsaturated soils: an overview
    Ng, C. W. W.
    Zhou, C.
    Chiu, C. F.
    [J]. ACTA GEOTECHNICA, 2020, 15 (10) : 2705 - 2725
  • [8] Influence of stress state on soil-water characteristics and slope stability
    Ng, CWW
    Pang, YW
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (02) : 157 - 166
  • [9] Oda M., 1985, SOILS FOUND, V25, P85, DOI [10.3208/sandf1972.25.3_85, DOI 10.3208/SANDF1972.25.385]
  • [10] Laboratory investigation on hydraulic anisotropy behavior of unsaturated soil
    Priono
    Rahardjo, Harianto
    Chatterjea, Kalyani
    Leong, Eng-Choon
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2017, 54 (07) : 1034 - 1046