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Novel Approach to Measuring Tensile Strength of Compacted Clayey Soil during Desiccation

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TLDR
In this paper, the tensile forces in a thin compacted soil layer are measured while simultaneously monitoring moisture content changes and crack formation via time-lapse photography, and results are presented from desiccation tests performed on two clayey compacted soils of medi...
Abstract
Desiccation of soil is the gradual process of moisture loss from a fully or partially saturated condition to a dry state. If the soil is constrained against shrinkage during desiccation, it will begin to crack when tensile stresses in the soil exceed the tensile strength. Fundamental to understanding desiccation crack development in clayey soils is the accurate determination of the tensile strength during desiccation. Although numerous published studies have focused on soil desiccation and soil tensile strength, very little has been focused on experimental determination of tensile strength during desiccation. This paper presents the first generation of a novel apparatus designed to determine tensile strength during desiccation. During drying the tensile forces in a thin compacted soil layer are measured while simultaneously monitoring moisture content changes and crack formation via time-lapse photography. Results are presented from desiccation tests performed on two clayey compacted soils of medi...

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Citations
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Journal ArticleDOI

Desiccation cracking of soils: A review of investigation approaches, underlying mechanisms, and influencing factors

TL;DR: In this paper, the authors review the development and the state of the art in desiccation cracking characterization methods and review the Desiccation Cracking behaviors of soils, and describe the crack dynamics in desiccating soils, with emphases placed on the coupled process of water evaporation, suction increase, and volume shrinkage.
Journal ArticleDOI

Tensile strength of clayey soil and the strain analysis based on image processing techniques

TL;DR: In this article, a digital image acquisition and analysis system was developed for tensile strain analysis with the help of Particle Image Velocimetry (PIV) and Digital Image Correlation (DIC) techniques.
Journal ArticleDOI

Changes in tensile strength and microstructure of loess due to vibration

TL;DR: In this article, the influence of train vibration on the tensile strength behavior of loess was investigated using a modified horizontal extensograph, and the results indicated that vibration reduces the tension-resistance and ductility of Loess soil structure.
Journal ArticleDOI

Model for predicting tensile strength of unsaturated cohesionless soils

TL;DR: The influence of tensile strength on the behavior of cohesionless soils is typically ignored in geotechnical engineering practice as mentioned in this paper, but the tensile cracking and subsequent failure characterist...
Journal ArticleDOI

Numerical and experimental study of initiation and propagation of desiccation cracks in clayey soils

TL;DR: In this article, the authors present the fundamentals and the mathematical formulation to study desiccation cracking in soils based on unsaturated soil mechanics as well as a numerical analysis of a previous DESICcation test program.
References
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Journal ArticleDOI

A closed-form equation for predicting the hydraulic conductivity of unsaturated soils

TL;DR: Van Genuchten et al. as mentioned in this paper proposed a closed-form analytical expression for predicting the hydraulic conductivity of unsaturated soils based on the Mualem theory, which can be used to predict the unsaturated hydraulic flow and mass transport in unsaturated zone.
Journal ArticleDOI

Cracking in drying soils

TL;DR: Cracking in soils that are undergoing drying is controlled by soil suctions and by soil properties such as compression modulus, Poisson's ratio, shear strength, tensile strength, and specific surfa...
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Fundamentals of desiccation cracking of fine-grained soils: experimental characterisation and mechanisms identification

TL;DR: In this article, the results of a comprehensive experimental study of the desiccation of fine-grained soils were presented, which revealed that unconstrained drying exhibits two stages: a domain with large, mostly irrecoverable deformations and degree of saturation close to 100%, followed by another domain with lower defor- mations at a decreasing degree of satura- tion.
Journal ArticleDOI

A microstructurally based effective stress for unsaturated soils

TL;DR: In this paper, the authors compared several alternative stress state variables in unsaturated soils, with a special focus on the use of an effective stress, and suggested that the proportion of suction contributing to the effective stress is often much smaller than predicted by the term "suction times degree of saturation" generally used in effective stress expressions of the Bishop type.
Journal ArticleDOI

Depth and spacing of tension cracks

TL;DR: In this paper, the effect of the crack in relieving stress at the ground surface bears on the problem of crack spacing, and the rate of energy dissipation at the advancing crack tip bears on crack depth.
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