Keun-Hyeok Yang

Prof. Keun-Hyeok Yang

Kyonggi University, Suwon, South Korea
orcid

Research Focus & Metrics

Academic Career Length

25Years (2002-Present)

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

Representative Publications

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1 January 2013 in Journal of Cleaner Production
Verified
Journal Article
Closed access
Keun-Hyeok YangKeun-Hyeok Yang
Keun-Hyeok Yang
JSJin-Kyu Song
Jin-Kyu Song
KSKeum-Il Song
Keum-Il Song

1 September 2015 in Journal of Cleaner Production
Verified
Journal Article
Closed access
Keun-Hyeok YangKeun-Hyeok Yang
Keun-Hyeok Yang
YJYeon-Back Jung
Yeon-Back Jung
MCMyung-Sug Cho
Myung-Sug Cho
STSung-Ho Tae
Sung-Ho Tae

1 September 2008 in Construction and Building Materials
Verified
Journal Article
Closed access
Keun-Hyeok YangKeun-Hyeok Yang
Keun-Hyeok Yang
JSJin-Kyu Song
Jin-Kyu Song
Ashraf A. AshourAshraf A. Ashour
Ashraf A. Ashour
ELEun-Taik Lee
Eun-Taik Lee

1 April 2014 in Journal of Cleaner Production
Verified
Journal Article
Closed access
Keun-Hyeok YangKeun-Hyeok Yang
Keun-Hyeok Yang
KLKyung-Ho Lee
Kyung-Ho Lee
JSJin-Kyu Song
Jin-Kyu Song
MGMin-Ho Gong
Min-Ho Gong

1 April 2014 in Environmental Impact Assessment Review
Verified
Journal Article
Closed access
Keun-Hyeok YangKeun-Hyeok Yang
Keun-Hyeok Yang
ESEun-A Seo
Eun-A Seo
STSung-Ho Tae
Sung-Ho Tae

1 March 2009 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
Keun-Hyeok YangKeun-Hyeok Yang
Keun-Hyeok Yang
JSJin-Kyu Song
Jin-Kyu Song
To explore the significance and shortcomings of an environment-friendly binder using powder typed activators, 16 alkali-activated (AA) cementless mortars and a control ordinary Portland cement (OPC) mortar were mixed, cured under room temperature, and tested. Both fly ash (FA) and ground granulated blast-furnace slag (GGBS) as the source material were activated by a combination of sodium silicate and sodium hydroxide powders. The main variables examined were the mixing ratio of sodium oxide ( Na2 O) of the activators to source material by weight, and the Blain fineness of the GGBS. The flow loss and compressive strength development of the mortars tested were examined according to the alkali quality coefficient explaining the silicon oxide-to-sodium oxide ratio (Si O2 ∕ Na2 O) in an alkaline activator, and the silicon oxide-to-aluminum oxide (Si O2 ∕ Al2 O3 ) ratio and calcium content in the source material. The hydration products and microstructural characteristics of the AA pastes sampled from AA mortars...