Research on Optimal Proportion and Performance of Cement-Clay Slurry

For the cement-clay slurry commonly used in dynamic water grouting, consider adding coal ash to optimize the performance of cement-clay slag composite slurry and discuss the reaction mechanism of the slurry through microchemical element analysis; the orthogonal test was used to study the influence o...

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Main Authors: Peili Su, Feng Liu, Peng Yao, Yifei Jia, Chong Li
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/5528847
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spelling doaj-ce18317bddc4485d8c55c90ae575ed402021-07-19T01:03:48ZengHindawi LimitedAdvances in Civil Engineering1687-80942021-01-01202110.1155/2021/5528847Research on Optimal Proportion and Performance of Cement-Clay SlurryPeili Su0Feng Liu1Peng Yao2Yifei Jia3Chong Li4School of Architecture and Civil EngineeringSchool of Architecture and Civil EngineeringSchool of Materials Science and EngineeringSchool of Architecture and Civil EngineeringSchool of Architecture and Civil EngineeringFor the cement-clay slurry commonly used in dynamic water grouting, consider adding coal ash to optimize the performance of cement-clay slag composite slurry and discuss the reaction mechanism of the slurry through microchemical element analysis; the orthogonal test was used to study the influence of various factors on material setting time, solidification ratio, water segregation rate, and the optimized ratio of the slurry that was obtained by integrating the unconfined compressive strength of grouting concretion body and slurry configuration cost. The results showed that the water-solid ratio had the greatest influence on the comprehensive performance, followed by the amount of coal ash admixture. The best performance of the composite slurry was obtained with a water-solid ratio of 0.8:1 and a cement:coal ash:clay:quicklime:sodium sulfate:water mass ratio of 1:0.45:0.20:0.05:0.07:1.32. Finally, by comparing the mechanical properties of the optimized slurry and the grouting concretion body, it is proved that the optimized slurry has superior performance to meet the general grouting project requirement.http://dx.doi.org/10.1155/2021/5528847
collection DOAJ
language English
format Article
sources DOAJ
author Peili Su
Feng Liu
Peng Yao
Yifei Jia
Chong Li
spellingShingle Peili Su
Feng Liu
Peng Yao
Yifei Jia
Chong Li
Research on Optimal Proportion and Performance of Cement-Clay Slurry
Advances in Civil Engineering
author_facet Peili Su
Feng Liu
Peng Yao
Yifei Jia
Chong Li
author_sort Peili Su
title Research on Optimal Proportion and Performance of Cement-Clay Slurry
title_short Research on Optimal Proportion and Performance of Cement-Clay Slurry
title_full Research on Optimal Proportion and Performance of Cement-Clay Slurry
title_fullStr Research on Optimal Proportion and Performance of Cement-Clay Slurry
title_full_unstemmed Research on Optimal Proportion and Performance of Cement-Clay Slurry
title_sort research on optimal proportion and performance of cement-clay slurry
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8094
publishDate 2021-01-01
description For the cement-clay slurry commonly used in dynamic water grouting, consider adding coal ash to optimize the performance of cement-clay slag composite slurry and discuss the reaction mechanism of the slurry through microchemical element analysis; the orthogonal test was used to study the influence of various factors on material setting time, solidification ratio, water segregation rate, and the optimized ratio of the slurry that was obtained by integrating the unconfined compressive strength of grouting concretion body and slurry configuration cost. The results showed that the water-solid ratio had the greatest influence on the comprehensive performance, followed by the amount of coal ash admixture. The best performance of the composite slurry was obtained with a water-solid ratio of 0.8:1 and a cement:coal ash:clay:quicklime:sodium sulfate:water mass ratio of 1:0.45:0.20:0.05:0.07:1.32. Finally, by comparing the mechanical properties of the optimized slurry and the grouting concretion body, it is proved that the optimized slurry has superior performance to meet the general grouting project requirement.
url http://dx.doi.org/10.1155/2021/5528847
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