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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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