A unified model for soil shrinkage, subsidence, and cracking
- Author(s): Stewart, RD
- Rupp, DE
- Abou Najm, MR
- Selker, JS
- et al.
Published Web Locationhttps://doi.org/10.2136/vzj2015.11.0146
© Soil Science Society of America 5585 Guilford Rd., Madison, WI 53711 USA. All rights reserved. Many clayey soils shrink as they dry, causing a shift of porosity from inside to outside the soil aggregates and leading to the formation of shrinkage cracks and/or surface subsidence. During swelling, shrinkage cracks begin to seal and/or the soil surface rises. Previous models have focused on describing shrinkage at the aggregate level, with little success in predicting soil cracking and subsidence. To remedy this shortcoming, we provide a unified, physically based set of governing equations for these three pore domains (aggregates, cracks, and subsidence) and predict the porosity distribution among domains as a function of soil water content and minimal (up to six) additional parameters. Examples collected from a variety of soils show how these functions describe shrinkage of soil samples in the laboratory; quantify the relationships among soil suction, soil shrinkage, and water content using the same set of parameters; and predict sealing of soil cracks in the field. This approach provides the framework for accurate and unified hydromechanical modeling of swelling soils.