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234R-2 ACI COMMITTEE REPORT 4.9—Bulk density (unit weight) of fresh concrete 4.10—Evolution of hydrogen gas Chapter 5—Effects of silica fume on properties of
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This paper presents the results of experimental work on short- and long-term mechanical properties of high-strength concrete containing different levels of silica fume.
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This paper presents the results of experimental work on short- and long-term mechanical properties of high-strength concrete containing different levels of silica fume.
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Silica fume has been recognized as a pozzolanic admixture that is effective in greatly enhancing mechanical properties. The addition of silica fume to concrete improves the latter's durability by reducing permeability and refining pore structure, leading to a reduction in the diffusion of harmful ions and the calcium hydroxide content, resulting in greater resistance to sulfate attack.
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The results are important in drawing parallels of plain and silica fume concrete mix design procedures. In this experimental investigation, silica fume-binder ratio ranges from 0 to 0.40, water-binder ratio ranges from 0.41 to 0.47, aggregate-binder ratio ranges from 1.0 to 4.0, and superplasticizer-binder ratio ranges from 0.01 to 0.05.
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Also the percentages of silica fume replacement did not have a significant influence on total shrinkage; however, the autogenous shrinkage of concrete increased as the amount of silica fume increased. Moreover, the basic creep of concrete decreased at higher silica fume replacement levels.
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Investigates various properties of silica fume concrete, such as slump, air content, compressive strength, flexural strength, permeability, and permeable void v
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234R-2 ACI COMMITTEE REPORT 4.9—Bulk density (unit weight) of fresh concrete 4.10—Evolution of hydrogen gas Chapter 5—Effects of silica fume on properties of
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This paper presents the results of experimental work on short- and long-term mechanical properties of high-strength concrete containing different levels of silica fume.
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