A Fractal Model to Interpret Porosity-Dependent Hydraulic Properties for Unsaturated Soils

Author:

Zhou Annan1ORCID,Fan Yang2,Cheng Wen-Chieh3ORCID,Zhang Junran4ORCID

Affiliation:

1. School of Engineering, Royal Melbourne Institute of Technology (RMIT), Melbourne, VIC 3001, Australia

2. School of Transportation Science and Engineering, Beihang University, Beijing 100191, China

3. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China

4. Henan Province Key Laboratory of Geomechanics and Structural Engineering, North China University of Water Resources and Electric Power, Zhengzhou, Henan 450045, China

Abstract

This paper presents a simple fractal model to quantify the effects of initial porosity on the soil-water retention curve and hydraulic conductivity of unsaturated soils. In the proposed conceptual model, the change of maximum pore radius, which largely determines the change of the air-entry value, is directly related to the fractal dimension of pore volume (D) and porosity change. The hydraulic properties of unsaturated soils are then governed by the maximum pore radius, the fractal dimension of pore volume (D), and the fractal dimension of drainable pore volume (Dd ≤ D). The new fractal model removes the empirical fitting parameters that have no physical meaning from existing models for porosity-dependent water retention and hydraulic behaviour and employs parameters of fractal dimensions that are intrinsic to the nature of the fractal porous materials. The proposed model is then validated against experimental data from the literature on soil-water retention behaviour and unsaturated conductivity.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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