Abstract

Better understanding the desiccation cracking process is essential in analysing drought effects on soil hydraulic and mechanical properties through consideration of the atmosphere-ground interaction. Laboratory tests were conducted to investigate the consequence of wetting-drying cycles on the initiation and propagation characteristics of desiccation cracks on soil surface. Initially saturated slurry specimens were prepared and subjected to five subsequent wetting-drying cycles. Image processing technique was employed to quantitatively analyze the morphology characteristics of crack patterns formed during each drying path. The results show that the desiccation cracking behaviour of soil is significantly affected by the wetting-drying cycles. Before the third wetting-drying cycle is reached, the surface crack ratio and the average crack width increases while the average clod area decreases with increasing the number of wetting-drying cycles. The number of intersections and crack segments per unit area reaches the peak values after the second wetting-drying cycle. After the third wetting-drying cycle is reached, the effect of increasing wetting-drying cycles on crack patterns is insignificant. Moreover, it is observed that the applied wetting-drying cycles are accompanied by a continual reconstruction of soil structure. The initial homogenous slurry structure is completely replaced with aggregated structure after the third cycles, and a significant increase in the inter-aggregate porosity can be observed.

Highlights

  • The formation of desiccation cracks on soil surface due to loss of water is a common phenomenon in nature

  • The following two parameters can be identified: the cracking water content which corresponds to the initiation of desiccation cracking, and the final critical water content which corresponds to the transition point where Rsc trends to stable value

  • Desiccation cracking behavior of soil subjected to five wetting-drying cycles was investigated

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Summary

Introduction

The formation of desiccation cracks on soil surface due to loss of water is a common phenomenon in nature. This behavior significantly affects the performance of soil in various geotechnical, geological and environmental applications. Many researchers have found that the hydraulic conductivity of cracked soils is typically several orders of magnitude greater than that of uncracked soils [3]. This issue is a major concern in designing and constructing low permeable structures as clay buffers and barriers for nuclear waste isolation, liners and covers for landfill, etc. The prediction of cracks initiation and the associated crack network propagation behaviour still faces several challenges

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