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    Experimental Investigation of the Desiccation Cracking Behavior of Soil Layers during Drying

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 006
    Author:
    Chao-Sheng Tang
    ,
    Bin Shi
    ,
    Chun Liu
    ,
    Lei Gao
    ,
    Hilary I. Inyang
    DOI: 10.1061/(ASCE)MT.1943-5533.0000242
    Publisher: American Society of Civil Engineers
    Abstract: Desiccation cracking in drying soil is a common natural phenomenon, and it significantly impacts the soil’s mechanical and hydraulic behavior. In this study, experimental desiccation tests were conducted on an initially saturated soil layer. Several aspects of the behavior of the soil—water evaporation, volume shrinkage, crack initiation, and propagation—were investigated. By applying image processing techniques, the geometric or morphological characteristics of the crack patterns were quantitatively described. The results show that cracking occurred during the constant evaporation rate stage, when the soil was still fully saturated at a water content of 41%. A growing crack obeys certain objective laws, and it finally splits the soil surface into relatively regular patterns: The first crack generally occurs on surface defects at the bottom of “potholes” and at the fringe of aggregates. Cracks intersect with one another at right angles, and the final crack pattern is dominated by square shapes. Most cracks develop before the air entry point (
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      Experimental Investigation of the Desiccation Cracking Behavior of Soil Layers during Drying

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66595
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    contributor authorChao-Sheng Tang
    contributor authorBin Shi
    contributor authorChun Liu
    contributor authorLei Gao
    contributor authorHilary I. Inyang
    date accessioned2017-05-08T21:55:25Z
    date available2017-05-08T21:55:25Z
    date copyrightJune 2011
    date issued2011
    identifier other%28asce%29mt%2E1943-5533%2E0000274.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66595
    description abstractDesiccation cracking in drying soil is a common natural phenomenon, and it significantly impacts the soil’s mechanical and hydraulic behavior. In this study, experimental desiccation tests were conducted on an initially saturated soil layer. Several aspects of the behavior of the soil—water evaporation, volume shrinkage, crack initiation, and propagation—were investigated. By applying image processing techniques, the geometric or morphological characteristics of the crack patterns were quantitatively described. The results show that cracking occurred during the constant evaporation rate stage, when the soil was still fully saturated at a water content of 41%. A growing crack obeys certain objective laws, and it finally splits the soil surface into relatively regular patterns: The first crack generally occurs on surface defects at the bottom of “potholes” and at the fringe of aggregates. Cracks intersect with one another at right angles, and the final crack pattern is dominated by square shapes. Most cracks develop before the air entry point (
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation of the Desiccation Cracking Behavior of Soil Layers during Drying
    typeJournal Paper
    journal volume23
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000242
    treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 006
    contenttypeFulltext
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