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  5. Desiccation crack formation beneath the surface
 
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Desiccation crack formation beneath the surface

Author(s)
Zhao, Budi  
Santamarina, J. Carlos  
Uri
http://hdl.handle.net/10197/12589
Date Issued
2020-02-01
Date Available
2021-11-08T14:42:57Z
Embargo end date
2021-01-01
Abstract
Desiccation cracks affect all mechanical and conduction properties. Previous studies have investigated the formation of surface desiccation cracks in fine-grained sediments in relation to their compressibility and suction potential. This study explores the formation of internal desiccation cracks in saturated kaolinite specimens consolidated inside self-reactive oedometer cells to reproduce the initial effective stress in buried sediments. X-ray tomography is used to monitor internal processes during consolidation and drying. Images capture the evolution of a perimetric fracture, transverse contraction, volumetric changes in entrained gas bubbles and the development of internal desiccation cracks. Entrained gas bubbles act as nucleation sites. They shrink during loading and early stages of desiccation. Eventually, the gas-water interface penetrates the soil at the bubble surface, pushes particles away, enlarges local pores and facilitates further growth of the internal desiccation crack. While air entry is grain-displacive in soft, fine-grained sediments, it becomes pore-invasive in stiff, coarse-grained sediments and internal desiccation cracks are not expected in silts or sands.
Other Sponsorship
KAUST endowment
Type of Material
Journal Article
Publisher
ICE Publishing
Journal
Géotechnique
Volume
70
Issue
2
Start Page
181
End Page
186
Copyright (Published Version)
2020 ICE Publishing
Subjects

Clays

Compaction

Laboratory tests

Partial saturation

Suction

Shrinkage

DOI
10.1680/jgeot.18.T.019
Language
English
Status of Item
Peer reviewed
ISSN
0016-8505
This item is made available under a Creative Commons License
https://creativecommons.org/licenses/by-nc-nd/3.0/ie/
File(s)
No Thumbnail Available
Name

Zhao Santamarina - Desiccation cracks under confinement.pdf

Size

20.14 MB

Format

Adobe PDF

Checksum (MD5)

a582f18375e1e3d9147e43295548575e

Owning collection
Civil Engineering Research Collection

Item descriptive metadata is released under a CC-0 (public domain) license: https://creativecommons.org/public-domain/cc0/.
All other content is subject to copyright.

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