The optimum percentage of nano clay (NC) in both direct-additive and sonicated modes to improve the mechanical properties of self-compacting concrete (SCC)

Among all nanomaterials which have emerged as possible solutions to improve the mechanical properties of concrete, Nano-Clay (NC) has a definitive standing considering it is a natural mineral and most of its components are subject to natural changes. This paper presents the optimum percentage of NC...

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Main Authors: Adel Noori, Lu Yubin, Pooya Saffari, Yu Zhang, Mingtao Wang
Format: Article
Language:English
Published: Elsevier 2022-12-01
Series:Case Studies in Construction Materials
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509522006258
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author Adel Noori
Lu Yubin
Pooya Saffari
Yu Zhang
Mingtao Wang
author_facet Adel Noori
Lu Yubin
Pooya Saffari
Yu Zhang
Mingtao Wang
author_sort Adel Noori
collection DOAJ
description Among all nanomaterials which have emerged as possible solutions to improve the mechanical properties of concrete, Nano-Clay (NC) has a definitive standing considering it is a natural mineral and most of its components are subject to natural changes. This paper presents the optimum percentage of NC in both direct-additive and sonicated modes to improve the mechanical properties of Self-Compacting Concrete (SCC). NC was taken as 1%, 2%, 3%, 5%, 7.5%, and 10% of OPC in two forms, sonicated NC and direct-additive NC. The results identified that 5% sonicated NC replacement provides the highest compressive and flexural strength, while 7.5% sonicated NC provides the highest tensile strength in both sonicated and direct-additive SCC mixtures. Besides, using the ultrasonic machine may not cause any significant changes in the dispersion of NC particles at high percentages (e.g., 10%) and consequently on the mechanical properties of the SCC. Therefore, the mechanical properties of sonicated NC samples are more elevated than those of direct-additive NC samples.
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spelling doaj.art-ef882aece3734b63aadcb38c79608b7d2022-12-22T03:17:46ZengElsevierCase Studies in Construction Materials2214-50952022-12-0117e01493The optimum percentage of nano clay (NC) in both direct-additive and sonicated modes to improve the mechanical properties of self-compacting concrete (SCC)Adel Noori0Lu Yubin1Pooya Saffari2Yu Zhang3Mingtao Wang4Quanzhou Institute of Equipment Manufacturing, Haixi Research Institute, Chinese Academy of Sciences, Quanzhou, Fujian 36200, ChinaQuanzhou Institute of Equipment Manufacturing, Haixi Research Institute, Chinese Academy of Sciences, Quanzhou, Fujian 36200, China; Correspondence to: Quanzhou Institute of Equipment Manufacturing, Fujian Institute of Research on the Structure of Matter, Chinese Academy of Sciences, Quanzhou, Fujian 36200, China.College of Civil Engineering, Qingdao City University, Qingdao, Shandong 266106, ChinaCollege of Mathematics and Physics, Lanzhou Jiaotong University, Lanzhou, Gansu 730000, ChinaQuanzhou Institute of Equipment Manufacturing, Haixi Research Institute, Chinese Academy of Sciences, Quanzhou, Fujian 36200, ChinaAmong all nanomaterials which have emerged as possible solutions to improve the mechanical properties of concrete, Nano-Clay (NC) has a definitive standing considering it is a natural mineral and most of its components are subject to natural changes. This paper presents the optimum percentage of NC in both direct-additive and sonicated modes to improve the mechanical properties of Self-Compacting Concrete (SCC). NC was taken as 1%, 2%, 3%, 5%, 7.5%, and 10% of OPC in two forms, sonicated NC and direct-additive NC. The results identified that 5% sonicated NC replacement provides the highest compressive and flexural strength, while 7.5% sonicated NC provides the highest tensile strength in both sonicated and direct-additive SCC mixtures. Besides, using the ultrasonic machine may not cause any significant changes in the dispersion of NC particles at high percentages (e.g., 10%) and consequently on the mechanical properties of the SCC. Therefore, the mechanical properties of sonicated NC samples are more elevated than those of direct-additive NC samples.http://www.sciencedirect.com/science/article/pii/S2214509522006258Nano-Clay (NC)Self-compacting concrete (SCC)Ultra-sonicationSonicated samplesDe-agglomerationMechanical properties
spellingShingle Adel Noori
Lu Yubin
Pooya Saffari
Yu Zhang
Mingtao Wang
The optimum percentage of nano clay (NC) in both direct-additive and sonicated modes to improve the mechanical properties of self-compacting concrete (SCC)
Case Studies in Construction Materials
Nano-Clay (NC)
Self-compacting concrete (SCC)
Ultra-sonication
Sonicated samples
De-agglomeration
Mechanical properties
title The optimum percentage of nano clay (NC) in both direct-additive and sonicated modes to improve the mechanical properties of self-compacting concrete (SCC)
title_full The optimum percentage of nano clay (NC) in both direct-additive and sonicated modes to improve the mechanical properties of self-compacting concrete (SCC)
title_fullStr The optimum percentage of nano clay (NC) in both direct-additive and sonicated modes to improve the mechanical properties of self-compacting concrete (SCC)
title_full_unstemmed The optimum percentage of nano clay (NC) in both direct-additive and sonicated modes to improve the mechanical properties of self-compacting concrete (SCC)
title_short The optimum percentage of nano clay (NC) in both direct-additive and sonicated modes to improve the mechanical properties of self-compacting concrete (SCC)
title_sort optimum percentage of nano clay nc in both direct additive and sonicated modes to improve the mechanical properties of self compacting concrete scc
topic Nano-Clay (NC)
Self-compacting concrete (SCC)
Ultra-sonication
Sonicated samples
De-agglomeration
Mechanical properties
url http://www.sciencedirect.com/science/article/pii/S2214509522006258
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