Chapter
Feb 8, 2016
Fractal Analysis of Crack Evolution in Desiccating Clay and Some Engineering Applications
Publication: Geotechnical and Structural Engineering Congress 2016
Abstract
An experimental and theoretical evaluation of crack evolution in a clay sample subjected to desiccation is presented. The desiccation cracking of the clay sample was recorded using photographs and an image analyzer. The crack evolution was evaluated using three fractal dimensions. The first, Ds, measured the level of cracking and crack interconnectivity in the sample. The second, Dd, measured the size distribution of the clay fragments during the drying induced fragmentation of the clay. And the third one, Db, measured the degree of roughness of the clay fragments’ outlines. The Ds ranged in values between 0.869 and 1.532, with the values of Ds increasing as the level of cracking increased in the sample. Dd and Db were equal to 3.61 and 1.107, respectively. These two fractal dimensions were measured in the sample after the desiccation process was complete. The application of the resulting desiccation process of the clay sample to the design waste containment systems is also presented.
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© 2016 American Society of Civil Engineers.
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Published online: Feb 8, 2016
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Luis E. Vallejo, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.