contributor author | Chao-Sheng Tang | |
contributor author | Bin Shi | |
contributor author | Chun Liu | |
contributor author | Lei Gao | |
contributor author | Hilary I. Inyang | |
date accessioned | 2017-05-08T21:55:25Z | |
date available | 2017-05-08T21:55:25Z | |
date copyright | June 2011 | |
date issued | 2011 | |
identifier other | %28asce%29mt%2E1943-5533%2E0000274.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/66595 | |
description 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 ( | |
publisher | American Society of Civil Engineers | |
title | Experimental Investigation of the Desiccation Cracking Behavior of Soil Layers during Drying | |
type | Journal Paper | |
journal volume | 23 | |
journal issue | 6 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/(ASCE)MT.1943-5533.0000242 | |
tree | Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 006 | |
contenttype | Fulltext | |