Taewan Kim

Dr. Taewan Kim

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Research Focus & Metrics

Academic Career Length

9Years (2018-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 October 2019 in Construction and Building Materials
Verified
Journal Article
Closed access
TKTaewan Kim
Taewan Kim
IKIn-Tae Kim
In-Tae Kim
KSKi-Young Seo
Ki-Young Seo
HPHyun-Jae Park
Hyun-Jae Park

1 September 2020 in Cement and Concrete Composites
Verified
Journal Article
Closed access
YJYubin Jun
Yubin Jun
TKTaewan Kim
Taewan Kim
JKJae Hong Kim
Jae Hong Kim


1 May 2020 in Magazine of Concrete Research
Verified
Journal Article
Closed access
CKChoonghyun Kang
Choonghyun Kang
TKTaewan Kim
Taewan Kim
This study investigates the pore and strength characteristics of alkali-activated slag paste, using seawater (SW) and tap water (TW) as the mixing water. During the investigation, the water/binder ratio was 0·45 and the activator used was sodium hydroxide (NaOH). Activator concentrations of 2, 4 and 6% of the binder weight were used. The compressive strength was measured and X-ray diffraction, mercury-intrusion porosimetry (MIP) and scanning electron microscopy analyses were conducted to determine the cause of the change in strength and pore structure. The results indicate that the compressive strength for early and later ages improved with the use of SW instead of TW. When SW was used, calcium–silicate–hydrate gel and Friedel's salt were identified as the hydration reactants. Based on the MIP measurements, when the sodium hydroxide concentration was increased, the pore size and number of pores decreased to form a denser matrix. In particular, samples containing SW had an increased number of gel pores (<0·01 μm).

24 May 2022 in Chemical Engineering Journal
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Journal Article
Open access
SLSungjune Lee
Sungjune Lee
CKChul-Ung Kim
Chul-Ung Kim
JKJeong-Chul Kim
Jeong-Chul Kim
SLSu-Un Lee
Su-Un Lee
JKJa Hun Kwak
Ja Hun Kwak
TKTaewan Kim
Taewan Kim

13 May 2019 in Materials
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Journal Article
Open access
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TKTaewan Kim
Taewan Kim
Jae Hong KimJae Hong Kim
Jae Hong Kim
YJYubin Jun
Yubin Jun
Previous studies of alkali-activated slag cement (AASC) using nano-silica have mentioned mostly powdered nano-silica and binder weight replacement methods, which have a rapid decrease in fluidity, a short setting time and a low nano-silica replacement rate (< 5%). In this study, colloidal nano-silica (CNS) was used and the mixing-water weight substitution method was applied. The substitution method was newly applied to improve the dispersibility of nano-silica and to increase the substitution rate. In the experiment, the CNS was replaced by 0, 10, 20, 30, 40, and 50% of the mixing-water weight. As a result, as the substitution rate of CNS increased, the fluidity decreased, and the setting time decreased. High compressive strength values and increased rates were also observed, and the diameter and volume of pores decreased rapidly. In particular, the increase of CNS replacement rate had the greatest effect on decrease of medium capillary pores (50–10 nm) and increase of gel pores (< 10 nm). The new displacement method was able to replace up to 50% of the mixing water. As shown in the experimental results, despite the high substitution rate of 50%, the minimum fluidity of the mixture was secured, and a high-strength and compact matrix could be formed.