Utilizing Recycled Clay Brick Powder to Improve the Dispersivity and Water Stability of Dispersive Soil: A Sustainable Soil ImprovementSource: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012::page 04024407-1Author:Qiongyu Jia
,
Henghui Fan
,
Yuan Gao
,
Guanzhou Ren
,
Xingyao Li
,
Gaowen Zhao
,
Jiangru Huo
,
Peng Ju
,
Zhuo Zhang
DOI: 10.1061/JMCEE7.MTENG-18247Publisher: American Society of Civil Engineers
Abstract: Dispersive soil is susceptible to water erosion and could cause damage in geotechnical engineering or hydraulic engineering projects. Recycled clay brick powder (RCBP) was used as a modifier to improve the dispersivity and water stability of dispersive soil in this study. Pinhole tests, crumb tests, disintegration tests, particle analysis tests, exchangeable sodium percentage (ESP) tests, pH tests, conductivity tests, and X-ray diffraction (XRD) and scanning electron microscopy (SEM) analyses were conducted to explore the modification effects and corresponding mechanisms of RCBP on dispersive soil. The results revealed that the dispersivity of the soil significantly weakened as the RCBP content increased and curing time extended. Specifically, adding 4% RCBP to the soil and curing for 7 days effectively transformed dispersive soil into nondispersive soil. Furthermore, the final disintegration time of the soil sample with 10% RCBP cured for 28 days was 273% longer than that of the soil sample without curing. Moreover, the treatment led to decreased fines content, ESP value, and pH value in the soil samples. The decrease in ESP value indicated the replacement of sodium ions adsorbed on the soil particle surfaces with calcium ions, resulting in a reduction in the thickness of the diffuse electric double layer of soil particles, and subsequently reduced soil dispersivity. Additionally, the decrease in pH also contributed to the reduction of the diffuse electric double-layer thickness. XRD and SEM analyses confirmed the formation of cementing materials between soil particles due to the modification, which filled gaps and cemented particles to create a waterproof barrier between soil particles. In conclusion, the utilization of RCBP as a modifier for dispersive soil could be a win–win measure with promising outcomes. It is recommended that more than 4% RCBP should be added in engineering applications.
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contributor author | Qiongyu Jia | |
contributor author | Henghui Fan | |
contributor author | Yuan Gao | |
contributor author | Guanzhou Ren | |
contributor author | Xingyao Li | |
contributor author | Gaowen Zhao | |
contributor author | Jiangru Huo | |
contributor author | Peng Ju | |
contributor author | Zhuo Zhang | |
date accessioned | 2025-04-20T10:09:40Z | |
date available | 2025-04-20T10:09:40Z | |
date copyright | 9/25/2024 12:00:00 AM | |
date issued | 2024 | |
identifier other | JMCEE7.MTENG-18247.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4304113 | |
description abstract | Dispersive soil is susceptible to water erosion and could cause damage in geotechnical engineering or hydraulic engineering projects. Recycled clay brick powder (RCBP) was used as a modifier to improve the dispersivity and water stability of dispersive soil in this study. Pinhole tests, crumb tests, disintegration tests, particle analysis tests, exchangeable sodium percentage (ESP) tests, pH tests, conductivity tests, and X-ray diffraction (XRD) and scanning electron microscopy (SEM) analyses were conducted to explore the modification effects and corresponding mechanisms of RCBP on dispersive soil. The results revealed that the dispersivity of the soil significantly weakened as the RCBP content increased and curing time extended. Specifically, adding 4% RCBP to the soil and curing for 7 days effectively transformed dispersive soil into nondispersive soil. Furthermore, the final disintegration time of the soil sample with 10% RCBP cured for 28 days was 273% longer than that of the soil sample without curing. Moreover, the treatment led to decreased fines content, ESP value, and pH value in the soil samples. The decrease in ESP value indicated the replacement of sodium ions adsorbed on the soil particle surfaces with calcium ions, resulting in a reduction in the thickness of the diffuse electric double layer of soil particles, and subsequently reduced soil dispersivity. Additionally, the decrease in pH also contributed to the reduction of the diffuse electric double-layer thickness. XRD and SEM analyses confirmed the formation of cementing materials between soil particles due to the modification, which filled gaps and cemented particles to create a waterproof barrier between soil particles. In conclusion, the utilization of RCBP as a modifier for dispersive soil could be a win–win measure with promising outcomes. It is recommended that more than 4% RCBP should be added in engineering applications. | |
publisher | American Society of Civil Engineers | |
title | Utilizing Recycled Clay Brick Powder to Improve the Dispersivity and Water Stability of Dispersive Soil: A Sustainable Soil Improvement | |
type | Journal Article | |
journal volume | 36 | |
journal issue | 12 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-18247 | |
journal fristpage | 04024407-1 | |
journal lastpage | 04024407-14 | |
page | 14 | |
tree | Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012 | |
contenttype | Fulltext |