T
Takafumi Noguchi
Researcher at University of Tokyo
Publications - 220
Citations - 3106
Takafumi Noguchi is an academic researcher from University of Tokyo. The author has contributed to research in topics: Cement & Shrinkage. The author has an hindex of 25, co-authored 208 publications receiving 2398 citations. Previous affiliations of Takafumi Noguchi include Niigata University & Nagoya University.
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Evaluation of the bond properties between concrete and reinforcement as a function of the degree of reinforcement corrosion
TL;DR: In this paper, the effect of reinforcement corrosion on the bond properties between concrete and reinforcement was investigated using pullout tests using reinforcements embedded in concrete specimens, which were corroded by an accelerated electric corrosion method.
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A Practical Equation for Elastic Modulus of Concrete
Takafumi Noguchi,Fuminori Tomosawa,Kamran M. Nemati,Bernardino Chiaia,Alessandro Pasquale Fantilli +4 more
TL;DR: In this article, more than 3000 data sets obtained by many investigators using various materials have been collected and analyzed statistically in order to develop a reliable new equation for elastic modulus of concrete.
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CO2 emission reduction by reuse of building material waste in the Japanese cement industry
TL;DR: In this paper, a recycling method for recycled cement, using demolished inorganic building materials (DIBMs) and waste concrete powder (WCP) as cement substitute materials, and the properties of trial recycled cement were evaluated.
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Prediction model of compressive strength development of fly-ash concrete
TL;DR: In this article, the authors derived an estimation equation for compressive strength development of concrete containing fly ash, which can express coefficient α, which indicates the activity of fly ash as a binder, in the form of a function of age, fly-ash content, and Blaine specific surface area.
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Application of Conventionally Recycled Coarse Aggregate to Concrete Structure by Surface Modification Treatment
TL;DR: In this article, an improved peeling-off effect is realized by applying a surface improving agent to the aggregate, which enables improvement of the recovery rate of original aggregate by enhancing the peeling off effect of aggregate without any degradation of mechanical properties.