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Conventionally these foundation systems can be analyzed using regular plate bending element and discrete soil springs.
Out of these, discrete soil moisture observations at 49 locations were used to generate a spatial soil moisture distribution map of the region.
This has resulted in discrete soil types, indicating that ethno-pedological soil classification can be enhanced by integrating it with scientifically defined soil properties and chronologies.
The present work aims an element formulation which is suitable for dynamic analysis of such elastic foundation systems without the use of explicit discrete soil springs.
Any discrete soil water content profile (e.g. experimentally measured) can be assumed as initial condition; the boundary conditions are two arbitrary functions representing the time evolution of the soil volumetric water content.
Exact analytical solutions are developed for both the mean and variance of solute concentrations measured in discrete soil cores using a simplified physical model for vadose-zone flow and solute transport.
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It can identify discrete soils that are currently being used within their capacity, and areas where a use might be unsustainable, i.e. not secure.
In this study, various ammonium treatments (as N) were applied to a discrete volume of soil containing tomato (Solanum lycopersicum) roots to simulate encounters with a localized enriched patch of soil.
This approach is similar to that in LPILE since it is based on discrete definition of the soil, thus the soil is not modeled as a continuum media.
This paper presents a model for the geometry of nonaqueous phase liquid (NAPL) pools and mounds in homogeneous soils and soils with discrete textural interfaces.
In these conditions the hydraulic parameters vary across discrete layers in the soil profile, making the infiltration process difficult to measure and model.
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