Mixture optimisation for cement-soil mixtures with embedded GFRP tendons

The glass fiber-reinforced polymer (GFRP) rebar reinforced cemented soil is widely employed to solve the weak foundation problem led by sludge particularly. The robustness of this structure is highly dependent on the interface bond strength between the GFRP tendon and cemented soils. However, its ap...

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Main Authors: Zhang, G., Chen, C., Sun, J., Li, K., Xiao, F., Wang, Yufei, Chen, M., Huang, J., Wang, Xiangyu
Format: Journal Article
Language:English
Published: ELSEVIER 2022
Subjects:
Online Access:http://purl.org/au-research/grants/arc/LP180100222
http://hdl.handle.net/20.500.11937/90920
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author Zhang, G.
Chen, C.
Sun, J.
Li, K.
Xiao, F.
Wang, Yufei
Chen, M.
Huang, J.
Wang, Xiangyu
author_facet Zhang, G.
Chen, C.
Sun, J.
Li, K.
Xiao, F.
Wang, Yufei
Chen, M.
Huang, J.
Wang, Xiangyu
author_sort Zhang, G.
building Curtin Institutional Repository
collection Online Access
description The glass fiber-reinforced polymer (GFRP) rebar reinforced cemented soil is widely employed to solve the weak foundation problem led by sludge particularly. The robustness of this structure is highly dependent on the interface bond strength between the GFRP tendon and cemented soils. However, its application is obstructed owing to the deficient studies on the influence factors. Therefore, this study investigates the effects of water content (Cw: 50%–90%), cement proportion (Cc: 6%–30%), and curing period (Tc: 28–90 days) on peak and residual interface bond strengths (Tp and Tt), as well as the unconfined compression strength (UCS). Results indicated that mechanical properties were positively responded to Tc and Cc, while negatively correlated to Cw. Besides, Random Forest (RF), one of the machine learning (ML) models, was developed with its hyperparameters tuned by the firefly algorithm (FA) based on the experimental dataset. The pullout strength was predicted by the ML model for the first time. High correlation coefficients and low root-mean-square errors verified the accuracy of established RF-FA models in this study. Subsequently, a coFA-based multi-objective optimisation firefly algorithm (MOFA) was introduced to optimise tri-objectives between UCS, Tp (or Tt), and cost. The Pareto fronts were successfully acquired for optimal mixture designs, which contributes to the application of GFRP tendon reinforced cemented soil in practice. In addition, the sensitivity of input variables was evaluated and ranked.
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institution Curtin University Malaysia
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publishDate 2022
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spelling curtin-20.500.11937-909202023-05-10T03:00:21Z Mixture optimisation for cement-soil mixtures with embedded GFRP tendons Zhang, G. Chen, C. Sun, J. Li, K. Xiao, F. Wang, Yufei Chen, M. Huang, J. Wang, Xiangyu Science & Technology Technology Materials Science, Multidisciplinary Metallurgy & Metallurgical Engineering Materials Science Cemented soil Interface bond strength <p>Glass fiber reinforced polymer & nbsp;reinforcement & nbsp;</p> Machine learning Multi-objective optimisation CONCRETE STRENGTH BEHAVIOR PREDICTION ALGORITHM COLUMNS The glass fiber-reinforced polymer (GFRP) rebar reinforced cemented soil is widely employed to solve the weak foundation problem led by sludge particularly. The robustness of this structure is highly dependent on the interface bond strength between the GFRP tendon and cemented soils. However, its application is obstructed owing to the deficient studies on the influence factors. Therefore, this study investigates the effects of water content (Cw: 50%–90%), cement proportion (Cc: 6%–30%), and curing period (Tc: 28–90 days) on peak and residual interface bond strengths (Tp and Tt), as well as the unconfined compression strength (UCS). Results indicated that mechanical properties were positively responded to Tc and Cc, while negatively correlated to Cw. Besides, Random Forest (RF), one of the machine learning (ML) models, was developed with its hyperparameters tuned by the firefly algorithm (FA) based on the experimental dataset. The pullout strength was predicted by the ML model for the first time. High correlation coefficients and low root-mean-square errors verified the accuracy of established RF-FA models in this study. Subsequently, a coFA-based multi-objective optimisation firefly algorithm (MOFA) was introduced to optimise tri-objectives between UCS, Tp (or Tt), and cost. The Pareto fronts were successfully acquired for optimal mixture designs, which contributes to the application of GFRP tendon reinforced cemented soil in practice. In addition, the sensitivity of input variables was evaluated and ranked. 2022 Journal Article http://hdl.handle.net/20.500.11937/90920 10.1016/j.jmrt.2022.02.076 English http://purl.org/au-research/grants/arc/LP180100222 http://creativecommons.org/licenses/by/4.0/ ELSEVIER fulltext
spellingShingle Science & Technology
Technology
Materials Science, Multidisciplinary
Metallurgy & Metallurgical Engineering
Materials Science
Cemented soil
Interface bond strength
<p>Glass fiber reinforced polymer & nbsp;reinforcement & nbsp;</p>
Machine learning
Multi-objective optimisation
CONCRETE
STRENGTH
BEHAVIOR
PREDICTION
ALGORITHM
COLUMNS
Zhang, G.
Chen, C.
Sun, J.
Li, K.
Xiao, F.
Wang, Yufei
Chen, M.
Huang, J.
Wang, Xiangyu
Mixture optimisation for cement-soil mixtures with embedded GFRP tendons
title Mixture optimisation for cement-soil mixtures with embedded GFRP tendons
title_full Mixture optimisation for cement-soil mixtures with embedded GFRP tendons
title_fullStr Mixture optimisation for cement-soil mixtures with embedded GFRP tendons
title_full_unstemmed Mixture optimisation for cement-soil mixtures with embedded GFRP tendons
title_short Mixture optimisation for cement-soil mixtures with embedded GFRP tendons
title_sort mixture optimisation for cement-soil mixtures with embedded gfrp tendons
topic Science & Technology
Technology
Materials Science, Multidisciplinary
Metallurgy & Metallurgical Engineering
Materials Science
Cemented soil
Interface bond strength
<p>Glass fiber reinforced polymer & nbsp;reinforcement & nbsp;</p>
Machine learning
Multi-objective optimisation
CONCRETE
STRENGTH
BEHAVIOR
PREDICTION
ALGORITHM
COLUMNS
url http://purl.org/au-research/grants/arc/LP180100222
http://hdl.handle.net/20.500.11937/90920