Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration

Embankment soil affected by saline can not only cause roadbed settlement, frosting, and road cracks but also cause corrosion and cracking of roadbed pipelines, which seriously affects the stability of the road. Water evaporation and dry cracking of the saline soil mainly cause soil swelling, poor wa...

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Main Authors: Jiawei Liu, Yingzhi Xia, Hui Li, Guoping Hu, Mingming Hu
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2022/2269654
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author Jiawei Liu
Yingzhi Xia
Hui Li
Guoping Hu
Mingming Hu
author_facet Jiawei Liu
Yingzhi Xia
Hui Li
Guoping Hu
Mingming Hu
author_sort Jiawei Liu
collection DOAJ
description Embankment soil affected by saline can not only cause roadbed settlement, frosting, and road cracks but also cause corrosion and cracking of roadbed pipelines, which seriously affects the stability of the road. Water evaporation and dry cracking of the saline soil mainly cause soil swelling, poor water stability, and corrosive characteristics of the embankment soil. In this study, the evaporative cracking characteristics of soil with different saline concentrations were investigated. The results showed that the moisture content decreased linearly with the drying time in the early evaporation process, subsequently decreased slow down in the mid-term evaporation, and finally become got and remain a residual moisture content, which are 46.39%, 44.05%, 42.70%, and 40.27% with the increase of the saline concentration. The evaporation process with different saline concentrations in the soil can be divided into three stages: uniform evaporation stage, slow down evaporation stage, and equilibrium evaporation stage, which was consistent with the moisture content change. With the development of the drying time, the cracks gradually appeared on the soil surface, gradually deepened in the soil, and expanded the crack network. The development of cracks can be divided into three stages: the cracking preparation stage, the crack development stage, and the crack stable stage. The cracking began at high evaporation rate under high saline concentration, and the fractal dimension remained stable under similar saline concentration. The fractal dimension was gradually increased with the decrease of the moisture content and the increase of the saline concentration, respectively. The soil began to crack with larger moisture under high saline concentration. The drying cracks in the nature were consistent with the configuration of the cracks formed in the experimental results.
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institution Kabale University
issn 1687-8094
language English
publishDate 2022-01-01
publisher Wiley
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series Advances in Civil Engineering
spelling doaj-art-7726b39c4aab4d15afd23f8d67ac46162025-02-03T01:01:29ZengWileyAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/2269654Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline ConcentrationJiawei Liu0Yingzhi Xia1Hui Li2Guoping Hu3Mingming Hu4School of Civil and Transportation EngineeringSchool of Civil and Transportation EngineeringSchool of Civil and Transportation EngineeringSchool of Civil and Transportation EngineeringSchool of Civil EngineeringEmbankment soil affected by saline can not only cause roadbed settlement, frosting, and road cracks but also cause corrosion and cracking of roadbed pipelines, which seriously affects the stability of the road. Water evaporation and dry cracking of the saline soil mainly cause soil swelling, poor water stability, and corrosive characteristics of the embankment soil. In this study, the evaporative cracking characteristics of soil with different saline concentrations were investigated. The results showed that the moisture content decreased linearly with the drying time in the early evaporation process, subsequently decreased slow down in the mid-term evaporation, and finally become got and remain a residual moisture content, which are 46.39%, 44.05%, 42.70%, and 40.27% with the increase of the saline concentration. The evaporation process with different saline concentrations in the soil can be divided into three stages: uniform evaporation stage, slow down evaporation stage, and equilibrium evaporation stage, which was consistent with the moisture content change. With the development of the drying time, the cracks gradually appeared on the soil surface, gradually deepened in the soil, and expanded the crack network. The development of cracks can be divided into three stages: the cracking preparation stage, the crack development stage, and the crack stable stage. The cracking began at high evaporation rate under high saline concentration, and the fractal dimension remained stable under similar saline concentration. The fractal dimension was gradually increased with the decrease of the moisture content and the increase of the saline concentration, respectively. The soil began to crack with larger moisture under high saline concentration. The drying cracks in the nature were consistent with the configuration of the cracks formed in the experimental results.http://dx.doi.org/10.1155/2022/2269654
spellingShingle Jiawei Liu
Yingzhi Xia
Hui Li
Guoping Hu
Mingming Hu
Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration
Advances in Civil Engineering
title Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration
title_full Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration
title_fullStr Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration
title_full_unstemmed Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration
title_short Evaporative Cracking Characteristics of the Embankment Soil Affected by the Saline Concentration
title_sort evaporative cracking characteristics of the embankment soil affected by the saline concentration
url http://dx.doi.org/10.1155/2022/2269654
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AT huili evaporativecrackingcharacteristicsoftheembankmentsoilaffectedbythesalineconcentration
AT guopinghu evaporativecrackingcharacteristicsoftheembankmentsoilaffectedbythesalineconcentration
AT mingminghu evaporativecrackingcharacteristicsoftheembankmentsoilaffectedbythesalineconcentration