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1 
Choi H. B., Kim J. M., Sun J. S., Han D. Y., 2015, Shape Improvement and Optimum Gradation of Dry Processed Bottom Ash for Lightweight Mortar, Journal of the Korean Recycled Construction Resources Institute, Vol. 3, No. 1, pp. 7-14DOI
2 
fib , 2010 2018, Model Code for Concrete Structures, Special Activity Group 5, Vol. lausanne switzerland the international federation for structural concrete (fib), No. Google Search
3 
Ha J. S., Yang K. H., Ahn T. H., 2021, Evaluation of Physical Properties of Bottom Ash Aggregates Dry-Produced for Concrete, Journal of the Korea Concrete Institute, Vol. 33, No. 2, pp. 133-144Google Search
4 
Han C. G., Hwang Y. S., Sin B. H., 2002, Determination of Removal Time of the Forms according to the Strength Development of Concrete at Early Age, Journal of the Architectural Institute of Korea Structure & Construction Loan, Vol. 18, No. 9, pp. 157-162Google Search
5 
Ji G. B., Mun J. H., Yang K. H., 2019, Evaluation of Mechanical Properties of Lightweight Concrete Using Bottom Ash Aggregates and Foam, Journal of the Korea Concrete Institute, Vol. 31, No. 4, pp. 375-384Google Search
6 
KATS , 2016a, Portland Cement (KS L 5201), Seoul Korea Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA)Google Search
7 
KATS , 2016b, Standard Test Method for Air Content of Fresh Concrete by the Pressure Method (Air Receiver Method) (KS F 2421), Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)Google Search
8 
KATS , 2017a, Standard Test Method for Concrete Slump (KS F 2402), Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)Google Search
9 
KATS , 2017b, Standard Test Method for Compressive Strength of Concrete (KS F 2405), Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)Google Search
10 
KATS , 2018, Concrete Aggregate (KS F 2527), Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)Google Search
11 
Kim H. K., 2015, Properties of Normal-Strength Mortar Containing Coarsely-Crushed Bottom Ash Considering Standard Particle Size Distribution of Fine Aggregate, Journal of the Korea Concrete Institute, Vol. 27, No. 5, pp. 531-539DOI
12 
Kim S. C., 2010, Evaluation of Bottom Ash on the Application for the Aggregate of Concrete, Journal of the Korean Recycled Construction Resources Institute, Vol. 26, No. 22, pp. 105-115Google Search
13 
Kim S. S., Lee J. B., Bark S. H., 2014, Bottom Ash on the Application for Use as Fine Aggregate of Concrete, Journal of the Korean Recycled Construction Resources Institute, Vol. 2, No. 3, pp. 173-179DOI
14 
Lee K. H., Yang K. H., 2018, Proposal for Compressive Strength Development Model of Lightweight Aggregate Concrete Using Expanded Bottom Ash and Dredged Soil, Journal of the Architectural Institute of Korea Structure & Construction, Vol. 34, No. 7, pp. 19-26DOI
15 
Lee K. H., Yang K. H., Choi B. S., 2019, Effect of Natural Sand Content on the Mechanical Properties of Lightweight Aggregate Concrete with Different Compressive Strengths, Journal of the Korea Concrete Institute, Vol. 31, No. 2, pp. 113-121Google Search
16 
Sim J. I., Yang K. H., 2010, Air Content Workability and Bleeding Characteristics of Fresh Lightweight Aggregate Concrete, Journal of the Korea Concrete Institute, Vol. 22, No. 4, pp. 559-566DOI