Abstract

Soil shrink–swell behavior is a common phenomenon in farmland, which usually alters the process of water and solute migration in soil. In this paper, we report on a phenomenological investigation aimed at exploring the impact of drying–wetting cycles on the shrink–swell behavior of soil in farmland. Samples were prepared using clay loam collected from farmland and subjected to four drying–wetting cycles. The vertical deformation of soil was measured by a vernier caliper, and the horizontal deformation was captured by a digital camera and then calculated via an image processing technique. The results showed that the height, equivalent diameter, volume and shrinkage-swelling potential of the soil decreased with the repeated cycles. Irreversible deformation (shrinkage accumulation) was observed during cycles, suggesting that soil cracks might form owing to previous drying rather than current drying. The vertical shrinkage process consisted of two stages: a declining stage and a residual stage, while the horizontal shrinkage process had one more stage, a constant stage at the initial time of drying. The VG-Peng model fit the soil shrinkage curves very well, and all shrinkage curves had four complete shrinkage zones. Drying–wetting cycles had a substantial impact on the soil shrinkage curves, causing significant changes in the distribution of void ratio and moisture ratio in the four zones. However, the impact weakened as the number of cycles increased because the soil structure became more stable. Vertical shrinkage dominated soil deformation at the early stage of drying owing to the effect of gravity, while nearly isotropic shrinkage occurred after entering residual shrinkage. Our study revealed the irreversible deformation and deformation anisotropy of clay loam collected from farmland during drying–wetting cycles and analyzed the shrink–swell behavior during cycles from both macroscopic and microscopic points of view. The results are expected to improve the understanding of the shrink–swell behavior of clay loam and the development of soil desiccation cracks, which will be benefit research on water and solute migration in farmland.

Highlights

  • Soil shrinkage and swelling is a common phenomenon in nature, primarily resulting from the dynamic change of soil pore structure, which is macroscopically manifested as soil volume change in response to moisture variation

  • With the aid of digital image processing techniques, which can improve the accuracy of deformation measurement, this study aims to investigate the evolution of (i) the shrinkage–swelling potential, (ii) vertical and horizontal deformation, (iii) shrinkage curves and shrinkage zones and (iv) anisotropy of deformation of the soil during four drying–wetting cycles

  • Irreversible deformation of soil was clearly observed in this experiment

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Summary

Introduction

Soil shrinkage and swelling is a common phenomenon in nature, primarily resulting from the dynamic change of soil pore structure, which is macroscopically manifested as soil volume change in response to moisture variation. Soil cracking occurs when the tensile strength between soil aggregates or particles is overcome by the tensile stress developed during shrinkage [2]. The existence of cracks can significantly reduce the mechanical strength of soil [3], potentially resulting in the failure of buildings and earth structures [4,5]. Soil volume changes cause a deviation of the measured data of soil water retention from the true values, thereby reducing the accuracy of measurement and simulation of soil moisture conditions in farmland [1,6]. Soil shrink–swell behavior has become an extensively investigated subject and has attracted the attention of researchers in multiple fields [10,11]

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