A New Fractal Approach to Account for Capillary and Adsorption Phenomena in the Water Retention and Transfer Properties of Unsaturated Soils

被引:11
|
作者
Stanic, Filip [1 ,2 ]
Delage, Pierre [2 ]
Tchiguirinskaia, Ioulia [1 ]
Versini, Pierre-Antoine [1 ]
Cui, Yu-Jun [2 ]
Schertzer, Daniel [1 ]
机构
[1] HM&Co, Ecole Ponts ParisTech, Marne La Vallee, France
[2] Ecole Ponts ParisTech, Navier CERMES, Marne La Vallee, France
关键词
unsaturated soils; fractals; water retention; hydraulic conductivity; capillarity; adsorption; SIMPLE CONSISTENT MODELS; HYDRAULIC CONDUCTIVITY; POROUS-MEDIA; PERMEABILITY; PORE; RANGE;
D O I
10.1029/2020WR027808
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
To describe the water retention and transfer properties of an unsaturated soil over the whole range of matric suction, it is necessary to account for both capillary and adsorption phenomena. Existing models combine well-known empirical functions for capillary water at lower suctions and more physically based ones for adsorptive water at higher suctions. To determine their full set of parameters, they however require different optimization procedures, among which those coming from capillary models are empirical. In this context, the main objective of this work is to develop a simple and robust physically based model of the water retention and transfer properties of unsaturated soils valid from saturation to oven dryness. To do so, new capillary-based water retention and hydraulic conductivity functions founded on the fractal approach have been derived from the pore size distribution, by means of the Young-Laplace law and Mualem's model. To describe adsorption phenomena, these functions are combined with those used in the Peters-Iden-Durner (PID) model, providing a model along the full range of suctions, with less parameters than the existing models. Our work also shows that some parameters are directly determined from the experimental grain size distribution data (the fractal dimension), or from the water retention data (air entry suction and residual water content), leaving only two parameters to be optimized. The model was successfully validated with respect to published experimental data from 10 different coarse, sandy, and clayey soils.
引用
收藏
页数:15
相关论文
共 13 条
  • [1] Capillary water retention curve and shear strength of unsaturated soils
    Zhou, Annan
    Huang, Ruiqiu
    Sheng, Daichao
    CANADIAN GEOTECHNICAL JOURNAL, 2016, 53 (06) : 974 - 987
  • [2] Temperature effects on adsorption and capillarity water retention mechanisms in constrained unsaturated soils
    Lu, Yu
    McCartney, John S.
    ACTA GEOTECHNICA, 2024, 19 (10) : 6467 - 6482
  • [3] Relating shear strength of unsaturated soils with capillary water retention curve
    Zhou, Annan
    Sheng, Daichao
    3RD EUROPEAN CONFERENCE ON UNSATURATED SOILS - E-UNSAT 2016, 2016, 9
  • [4] Contribution of capillary pressure to effective stress for unsaturated soils: Role of wet area fraction and water retention curve
    Chen, Ke
    He, Xuzhen
    Liang, Fayun
    Sheng, Daichao
    COMPUTERS AND GEOTECHNICS, 2023, 154
  • [5] Effects of Biological Stabilization on the Water Retention Properties of Unsaturated Soils
    Saffari, R.
    Nikooee, E.
    Habibagahi, G.
    van Genuchten, Martinus Th.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2019, 145 (07)
  • [6] Fractal dimension of peat soils from adsorption and from water retention experiments
    Slawinski, C
    Sokolowska, Z
    Walczak, R
    Borówko, M
    Sokolowski, S
    COLLOIDS AND SURFACES A-PHYSICOCHEMICAL AND ENGINEERING ASPECTS, 2002, 208 (1-3) : 289 - 301
  • [7] New insights into the correlation between soil thermal conductivity and water retention in unsaturated soils
    Fu, Yongwei
    Ghanbarian, Behzad
    Horton, Robert
    Heitman, Joshua
    VADOSE ZONE JOURNAL, 2024, 23 (01)
  • [8] Scaling analysis of water retention curves for unsaturated sandy loam soils by using fractal geometry
    Fallico, C.
    Tarquis, A. M.
    De Bartolo, S.
    Veltri, M.
    EUROPEAN JOURNAL OF SOIL SCIENCE, 2010, 61 (03) : 425 - 436
  • [9] Estimation of the unsaturated shear strength of expansive soils in relation to capillary water-retention curve
    Lin, Zhiqiang
    Qian, Jiangu
    Shi, Zhenhao
    COMPUTERS AND GEOTECHNICS, 2022, 146
  • [10] Approach to Rapidly Determining the Water Retention Curves for Fine-Grained Soils in Capillary Regime Based on the NMR Technique
    Chen, Pan
    Liu, Jie
    Wei, Changfu
    Xue, Wenjiao
    Tian, Huihui
    JOURNAL OF ENGINEERING MECHANICS, 2017, 143 (07)