(2012), Strength Development of Blended Sodium Alkali-Activated Ground Granulated
Blast-Furnace Slag (GGBS) Mortar, Journal of the Korea Concrete Institute, 24(2),
137-145.
(2010), Fly Ash-Based Geopolymer Mortar Incoporating Bottom Ash, Modern Applied Science,
4(1), 44-52.
(2007), The Experimental Study on The Practical Use of Secondary Product of Concrete
Contained Alkali-Activated Slag, Journal of the Architectural Institute of Korea,
23(1), 121-128.
(2013), Evaluation of Flexural Performance of Eco-Friendly Inorganic Binding Material
R/C Beams using Sodium Activator, Journal of the Korea Concrete Institute, 25(3),
261-269.
(2007), Sustainable Development and climate Change Initiative
(2010), Properties of tensile strength of non-cement concrete using GGBS binder activated
by sodium silicate, Department of Architectural Engineeing Graduate Schol Chonnam
National University, 12-13.
(2006), Experimental study on strength properties of alkali activated slag mortars
with different activator type and curing temperature, Department of Architectural
Engineering Graduate School of the Hanyang University, 25
(2006), The Improvement of Compressive Strength of Non-Sintered Cement Mortar with
Alkali activator, Proceedings of the Architectural Institute of Korea, 26(1), 677-680.
(2010), New material sufficing modern social demands-Geopolymer, Journal of the korea
institute of building construction, 10(6), 27-31.
(2009), A Study on Optimum Mixing Derivation of the Enviroment-friendly high performance
geopolymer paste, Proceedings of the Korea Institute of Building Construction, 9(2),
107-110.
(2010), Asian Concrete Federation, presentation material of business presentation
(2009), Low Temperature Synthesis of Forsterite Powders by the Geopolymer Technique,
Journal of the Korean ceramic society, 46(3), 242-248.
(2003), Resistance of Alkali-Activated Slag Concrete to Acid Attack, Cement and Concrete
Research, 33, 1607-1611.
(2007), The Properties and Applications of Alkali-Activated Concrete with No Cement,
Magazine of the Korea Concrete Institute, 19(2), 42-48.