Abstract
For modeling physical and mechanical phenomena that occur in unsaturated soils, it is very important to identify the correct relationship between suction and water content. This relationship defines the soil water retention curve (SWRC). Its shape depends on numerous factors, including grain size composition, particles’ thickening state and, above all, the hydraulic and stress soil history. In particular, the SWRC in wetting phase differs from SWRC in drying phase, showing a hysteretic behavior. Hysteresis domain is defined by the main drying and wetting curves; when moving from one phase to another, relationship between suction and water content defines secondary curves within them. In this paper, a laboratory experiment was carried out to determine main wetting and drying curves of a pyroclastic ash sample from southern Italy. In same site of the sample collection, a monitoring station was installed that measured the suction and water content values. The experimental curves were compared with the data recorded on the site. In this paper, moreover, an empirical procedure is proposed to model secondary curves (or scanning curves) within the hysteresis domain. The scanning curves obtained with this method were compared with data collected by the in-situ monitoring network, revealing the ability to describe a situation realistically with a good adaptation. With this procedure, it is therefore possible to minimize errors since it covers a hysteretic behavior.
Highlights
The relationship between water content and suction of an unsaturated soil is called the soil water characteristic curve (SWCC)
The proper interpretation of the unsaturated soils is essential for studying shallow landslides strongly affected by nonstationary dynamics resulting from rainfall infiltration into soil slopes
This study represents an attempt to learn more about the soil water characteristic curves and hysteretic behavior, which are indispensable for the unambiguous understanding of unsaturated soils
Summary
The relationship between water content and suction of an unsaturated soil is called the soil water characteristic curve (SWCC). These curves are having an increasingly important role in the assessment of the behavior of unsaturated soil property functions such as permeability, volume change, solute and thermal diffusivity and shear strength [1,2,3,4]. Many physical-based shallow landslide models using the complete Richards equation and the extended Mohr–Coulomb failure criterion [9] valid for describing the shear strength of unsaturated soil were developed [10,11,12,13,14]
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.