Characterization of Short-Term Strength Properties of Fiber/Cement-Modified Slurry

The recycling of construction waste slurry is an urgent issue that needs to be solved in urban construction. To satisfy the requirements of subgrade filling, mechanical properties of fiber/cement-modified slurry were investigated. Unconfined compression tests were conducted for 7-day-cured specimens...

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Main Authors: Ping Jiang, Tianhao Mao, Na Li, Liang Jia, Fang Zhang, Wei Wang
Format: Article
Language:English
Published: Hindawi Limited 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/3789403
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spelling doaj-087b25e43858478b99af730734360a242020-11-24T21:53:22ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/37894033789403Characterization of Short-Term Strength Properties of Fiber/Cement-Modified SlurryPing Jiang0Tianhao Mao1Na Li2Liang Jia3Fang Zhang4Wei Wang5School of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaCollege of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaSchool of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, ChinaThe recycling of construction waste slurry is an urgent issue that needs to be solved in urban construction. To satisfy the requirements of subgrade filling, mechanical properties of fiber/cement-modified slurry were investigated. Unconfined compression tests were conducted for 7-day-cured specimens with a cement content of 5%, 10%, 15%, 20%, 25%, and 30%, respectively. Moreover, the effects of fiber contents (0.25%, 0.5%, 0.75%, and 1%, respectively) were also investigated for the specimens with a cement content of 20%. A formula satisfying the accuracy requirement was obtained by fitting the stress-strain curves using the back propagation (BP) neural network algorithm. Five parameters, including peak strength, failure strain, initial elastic modulus, residual strength, and energy dissipation, were used to characterize the short-term strength properties of fiber/cement-modified slurry. The analysis revealed that the cement content had a dominant effect on the short-term strength properties of fiber/cement-modified slurry, while the influence of fiber content was insignificant.http://dx.doi.org/10.1155/2019/3789403
collection DOAJ
language English
format Article
sources DOAJ
author Ping Jiang
Tianhao Mao
Na Li
Liang Jia
Fang Zhang
Wei Wang
spellingShingle Ping Jiang
Tianhao Mao
Na Li
Liang Jia
Fang Zhang
Wei Wang
Characterization of Short-Term Strength Properties of Fiber/Cement-Modified Slurry
Advances in Civil Engineering
author_facet Ping Jiang
Tianhao Mao
Na Li
Liang Jia
Fang Zhang
Wei Wang
author_sort Ping Jiang
title Characterization of Short-Term Strength Properties of Fiber/Cement-Modified Slurry
title_short Characterization of Short-Term Strength Properties of Fiber/Cement-Modified Slurry
title_full Characterization of Short-Term Strength Properties of Fiber/Cement-Modified Slurry
title_fullStr Characterization of Short-Term Strength Properties of Fiber/Cement-Modified Slurry
title_full_unstemmed Characterization of Short-Term Strength Properties of Fiber/Cement-Modified Slurry
title_sort characterization of short-term strength properties of fiber/cement-modified slurry
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8086
1687-8094
publishDate 2019-01-01
description The recycling of construction waste slurry is an urgent issue that needs to be solved in urban construction. To satisfy the requirements of subgrade filling, mechanical properties of fiber/cement-modified slurry were investigated. Unconfined compression tests were conducted for 7-day-cured specimens with a cement content of 5%, 10%, 15%, 20%, 25%, and 30%, respectively. Moreover, the effects of fiber contents (0.25%, 0.5%, 0.75%, and 1%, respectively) were also investigated for the specimens with a cement content of 20%. A formula satisfying the accuracy requirement was obtained by fitting the stress-strain curves using the back propagation (BP) neural network algorithm. Five parameters, including peak strength, failure strain, initial elastic modulus, residual strength, and energy dissipation, were used to characterize the short-term strength properties of fiber/cement-modified slurry. The analysis revealed that the cement content had a dominant effect on the short-term strength properties of fiber/cement-modified slurry, while the influence of fiber content was insignificant.
url http://dx.doi.org/10.1155/2019/3789403
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