β-CaSiO3 and colloidal n-SiO2 based blended cement composites- their properties, regression analysis and micro-characterization studies

This paper examines the effect on mechanical properties such as compressive strength, flexural strength, and dynamic modulus of elasticity (DYE) of different proportions of wollastonite (β-CaSiO3) and colloidal nano-silica (n-SiO2) partially replacing cement. Durability indicators (water absorption,...

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Bibliographic Details
Main Authors: Nair, N.A (Author), Viswanathan, T.S (Author)
Format: Article
Language:English
Published: CSIC Consejo Superior de Investigaciones Cientificas 2023
Subjects:
Online Access:View Fulltext in Publisher
LEADER 02779nam a2200409Ia 4500
001 10.3989-mc.2023.304722
008 230526s2023 CNT 000 0 und d
020 |a 04652746 (ISSN) 
245 1 0 |a β-CaSiO3 and colloidal n-SiO2 based blended cement composites- their properties, regression analysis and micro-characterization studies 
260 0 |b CSIC Consejo Superior de Investigaciones Cientificas  |c 2023 
856 |z View Fulltext in Publisher  |u https://doi.org/10.3989/mc.2023.304722 
520 3 |a This paper examines the effect on mechanical properties such as compressive strength, flexural strength, and dynamic modulus of elasticity (DYE) of different proportions of wollastonite (β-CaSiO3) and colloidal nano-silica (n-SiO2) partially replacing cement. Durability indicators (water absorption, sorptivity and sulphate treatment test) were also examined to ascertain the quality of hardened paste mixes with respect to the control mix. The regression models were found for mechanical properties using different parameters from the results obtained, and statistical relations were established and validated. Regression analysis shows the significance of every parameter considered and model for the prediction of mechanical strengths. Finally, the results were substantiated by the microstructural characterization by FESEM. β-CaSiO3 and colloidal n-SiO2 replaced cement by 15%, and 1.5%-6% with an offset of 1.5%, respectively at low (0.25), medium (0.40) and high (0.55) water/binder (w/b) ratio. FESEM micrographs showed dense Calcium-silicate-hydrate (CSH) gel and stratlingite (CASH) was formed by blended cement paste mixes containing β-CaSiO3 and n-SiO2. n-SiO2 at 3% and CaSiO3 at 15% replacements of cement (NS3 mix) was the optimum replacement level for the cement paste mix. Analysed regression model suggests that the models and parameters were found significant and can also be used for prediction (based on R2 values and p-value). ©2023 CSIC. 
650 0 4 |a Blended cement 
650 0 4 |a Cement composite 
650 0 4 |a Cements 
650 0 4 |a Characterization studies 
650 0 4 |a Compressive strength 
650 0 4 |a Different proportions 
650 0 4 |a Durability 
650 0 4 |a Dynamic modulus of elasticity 
650 0 4 |a E-studio 
650 0 4 |a FESEM 
650 0 4 |a Mechanical properties 
650 0 4 |a Pozzolans 
650 0 4 |a Property 
650 0 4 |a Quality control 
650 0 4 |a Regression analysis 
650 0 4 |a Regression modelling 
650 0 4 |a Silica 
650 0 4 |a Silicate minerals 
650 0 4 |a Sols 
650 0 4 |a Strength modulus 
650 0 4 |a Sulfur compounds 
650 0 4 |a Water absorption 
700 1 0 |a Nair, N.A.  |e author 
700 1 0 |a Viswanathan, T.S.  |e author 
773 |t Materiales de Construccion  |x 04652746 (ISSN)  |g 73 350