Chapter
Jul 20, 2023

Probability Density Function of Geometrical Properties of Soil Desiccation Cracks at Different Relative Humidity Levels

ABSTRACT

Desiccation cracking in clayey soils can cause significant issues to slopes and earthen structures. Environmental and climatic variables such as temperature and relative humidity are among the key factors controlling the formation and propagation of soil desiccation cracks. Spatial patterns of soil desiccation cracking inherently pose a non-deterministic and complex problem. The main objective of this study is to investigate the statistical distribution of geometrical properties of soil desiccation cracks at different levels of relative humidity (RH). For this purpose, we employed an image processing technique to probabilistically analyze the spatial patterns in an extensive set of soil cracking images reported in the literature showing the dynamics of surface cracks in a fat clay tested at six different RH levels ranging from 15% to 93%. Specifically, we determined the probability density function for several geometrical properties of cracking, including the average length and width of the crack, the crack intersection angle, and the crack area. The results show that RH level strongly influences the geometrical attributes of cracks. Elevated levels of the applied RH are found to increase the most probable value (MPV), representing the maximum value of distribution probability for each geometrical property. This observation implies that elevated RH increases the likelihood of forming longer and wider desiccation cracks. In all cases examined, the crack intersection angles are primarily distributed from 80 to 100 degrees with an MPV of about 90 degrees.

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Go to Geo-Risk 2023
Geo-Risk 2023
Pages: 137 - 146

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Published online: Jul 20, 2023

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Ali Vafaei, S.M.ASCE [email protected]
1Ph.D. Student, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS. Email: [email protected]
Farshid Vahedifard, Ph.D., F.ASCE [email protected]
P.E.
2CEE Advisory Board Endowed Professor and Professor, Richard A. Rula School of Civil and Environmental Engineering, Mississippi State Univ., Mississippi State, MS. Email: [email protected]
Amin Amirlatifi, Ph.D. [email protected]
3Assistant Professor, Swalm School of Chemical Engineering, Mississippi State Univ., Mississippi State, MS. Email: [email protected]
Chao-Sheng Tang, Ph.D. [email protected]
4Professor, School of Earth Sciences and Engineering, Nanjing Univ., Nanjing, China. Email: [email protected]

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