Scale-Invariance Ideas Explain the Empirical Soil-Water Characteristic Curve

The prediction of the road’s properties under the influence of water infiltration is important for pavement design and management. Traditionally, this prediction heavily relied on expert estimates. In the last decades, complex empirical formulas have been proposed to capture the expert’s intuition in estimating the effect of water infiltration on the stiffness of the pavement’s payers. Of special importance is the effect of water intrusion on the pavement’s foundation – known as subgrade soil. In this paper, we show that natural scale-invariance ideas lead to a theoretical explanation for an empirical formula describing the dependence between soil suction and water content; formulas describing this dependence are known as soil-water characteristic curves.

[1]  G. Hornberger,et al.  Empirical equations for some soil hydraulic properties , 1978 .

[2]  W. R. Gardner,et al.  Post-Irrigation Movement of Soil Water: 1. Redistribution , 1970 .

[3]  R. McCuen,et al.  Statistical analysis of the Brooks-Corey and the Green-Ampt parameters across soil textures , 1981 .

[4]  Maliha S. Nash,et al.  Handbook of Parametric and Nonparametric Statistical Procedures , 2001, Technometrics.

[5]  V. Kreinovich,et al.  Dow Theory’s Peak-and-Trough Analysis Justified , 2018 .

[6]  R. H. Brooks,et al.  Hydraulic properties of porous media , 1963 .

[7]  William N. Houston,et al.  Matric Suction Prediction Model in New AASHTO Mechanistic–Empirical Pavement Design Guide , 2009 .

[8]  William N. Houston,et al.  Prediction of the soil-water characteristic curve based on grain-size-distribution and index properties , 2005 .

[9]  R. Prebble,et al.  The influence of texture, structure and clay mineralogy on the soil moisture characteristic , 1983 .

[10]  D. Fredlund,et al.  Equations for the soil-water characteristic curve , 1994 .

[11]  William N. Houston,et al.  Calibration and Validation of the Enhanced Integrated Climatic Model for Pavement Design , 2008 .

[12]  V. Kreinovich,et al.  Our Reasoning is Clearly Fuzzy, So Why is Crisp Logic So often Adequate? , 2015 .

[13]  Gaylon S. Campbell,et al.  A SIMPLE METHOD FOR DETERMINING UNSATURATED CONDUCTIVITY FROM MOISTURE RETENTION DATA , 1974 .

[14]  W. R. Gardner,et al.  Post‐Irrigation Movement of Soil Water: 2. Simultaneous Redistribution and Evaporation , 1970 .

[15]  B. Tsirelson A Geometrical Approach to Maximum Likelihood Estimation for Infinite-Dimensional Gaussian Location. I , 1983 .

[16]  A. S. Rogowski Watershed Physics: Model of the Soil Moisture Characteristic , 1971 .

[17]  Final Document,et al.  Guide for Mechanistic-Empirical Design OF NEW AND REHABILITATED PAVEMENT STRUCTURES FINAL DOCUMENT APPENDIX QQ : STRUCTURAL RESPONSE MODELS FOR RIGID PAVEMENTS NCHRP , 2004 .