Interaction of magnetic water, silica fume and superplasticizer on fresh and hardened properties of concrete

2017 ◽  
Vol 5 (2) ◽  
pp. 87-99 ◽  
Author(s):  
Moosa Mazloom ◽  
Sayed Mojtaba Miri
Materials ◽  
2020 ◽  
Vol 13 (18) ◽  
pp. 4112 ◽  
Author(s):  
Babar Ali ◽  
Hawreen Ahmed ◽  
Liaqat Ali Qureshi ◽  
Rawaz Kurda ◽  
Hisham Hafez ◽  
...  

Portland cement concrete is fragile in tension and it has numerous negative impacts on the environment. To deal with these issues, both fiber reinforcement and recycled materials can be utilized to manufacture sustainable and ductile concrete. In this study, the synergistic effects of high-performance mineral admixture silica fume and glass fiber reinforcement were investigated on the hardened properties of RC. For this purpose, two concrete mix families, namely, NC and RC were prepared. To understand the benefits of synergistic utilization of glass fiber and silica fume, in both NC and RC, 0.5% glass fiber was incorporated with three different levels of silica fume. i.e., 0%, 5%, and 10%. Both strength and permeability-related durability properties were investigated. Results revealed that combined incorporation of 0.5% fiber and 10% silica fume can help in the production of RC having better mechanical and durability performance compared to reference “NC”. Simultaneous incorporation of silica fume and glass fiber produces a combined effect greater than their individual effects on both mechanical and permeability properties of concrete. Silica fume plays a very dominant and positive role in the development of CS, WA, and CIPR of RC, whereas glass fiber plays a vital role in upgrading STS and FS of RC and whereas, with the addition of 0.5% glass fiber, RC can yield 8–9 times higher flexural toughness than that of the plain NC.


Author(s):  
S. Jagan ◽  
T.R. Neelakantan

AbstractThis paper involves the study on the hardened and durability properties of the concrete at two different grades containing silica fume (SF) with various replacement percentages. Investigation on the performance of the SF was performed for M25 and M40 grades concrete with 0, 5, 10, and 15 % replacement levels at 7, 14, 28, and 90 days. The behavior of SF on the autogenous shrinkage of the concrete was studied for both the grades of concrete in the sealed (SC) and unsealed conditions (USC). The workability of the SF concrete was examined at various levels of replacement by the slump cone test. The hardened properties of the SF concrete were investigated through the estimation of compressive strength (CS) and elastic modulus (EM) at 7, 14, 28, and 90 days, respectively. Acid attack was conducted at 28 days and autogenous shrinkage of the SF concrete was investigated using length comparator at 28 day in SC and USC. Results indicate that upon increase in the percentage of SF, the hardened properties of the concrete increases at higher ages of curing and the shrinkage of the concrete tends to increase for both the grades of concrete.


2019 ◽  
Vol 194 ◽  
pp. 1-11 ◽  
Author(s):  
H. Süleyman Gökçe ◽  
Daniel Hatungimana ◽  
Kambiz Ramyar

2009 ◽  
Vol 108 (7) ◽  
pp. 418-428 ◽  
Author(s):  
L. Senff ◽  
D. Hotza ◽  
W. L. Repette ◽  
V. M. Ferreira ◽  
J. A. Labrincha

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