Advanced SearchSearch Tips
Compressive Strength Properties of Concrete Using High Early Strength Cement and Recycled Aggregate with Steam Curing Conditions
facebook(new window)  Pirnt(new window) E-mail(new window) Excel Download
 Title & Authors
Compressive Strength Properties of Concrete Using High Early Strength Cement and Recycled Aggregate with Steam Curing Conditions
Kim, Yong-Jae; Kim, Seung-Won; Park, Cheol-Woo; Sim, Jong-Sung;
  PDF(new window)
Recycled aggregate is a valuable resource in Korea in lack of natural aggregate. Government recognizes the importance and suggests various policies enhancing its use for higher value-added application. Most of recycled aggregate produced currently in Korea, however, is applied for low value-added uses such as embankment, reclamation, etc. Its higher valued application such as for structural concrete is very limited. Although domestic manufacturing technology of recycled aggregate is at the world level, recycled aggregate is not applied for structural concrete. Primary reasons for the limited use of the recycled aggregate include bonded mortar and cracks occurred during crushing and hence it is very difficult to predict and control the quality of recycled aggregate concrete. This research intended to grasp combined characteristics of recycled aggregate, high early strength cement, maximum temperature and time duration of steam curing and then, analyze the effects of factors. Also, it suggested the method to improve field applicability of recycled aggregate concrete.
Recycled aggregate;High early strength cement;Steam curing;Precast concrete;
 Cited by
ACI Committee 308. (2001). Guide to Curing Concrete (ACI 308R-01), American Concrete Institute.

Ismail, S., Ramli, M. (2013). Engineering properties of treated recycled concrete aggregate(RCA) for structural applications, Construction and Building Materials, 44(1), 464-476. crossref(new window)

Kim, E., Sung, B., Lee, H., Kim, Y., Park, C., Sim, J. (2014). Compressive strength characteristics of high early strength concrete mixed with recycled aggregate, Korean Recycled Construction Resource Institute, 14(1), 217-218 [in Korean].

Kim, S. (2014). Durability Characteristics of High Early Strength Concrete Using GGBS, Master's Thesis, Hanyang University, Korea.

Kim, Y., Lee, H., Park, C., Sim, J. (2013). Performance evaluation of recycled aggregate concrete block reinforced with GFRP, Journal of the Korea Academia-Industrial Cooperation Society, 14(12), 6565-6574 [in Korean]. crossref(new window)

Korean Ministry of Environment. (2011). Basic Plan for Recycling Construction Waste(2nd) [in Korean].

Korean Ministry of Land, Infrastructure and Transport. (2014). Basic Plan for Supply and Demand of Aggregate [in Korean].

Martin-Morales, M., Zamorano, M., Ruiz-Moyano, A., Valverde-Espinosa, I. (2011). Characterization of recycled aggregates construction and demolition waste for concrete production following the spanish structural concrete code EHE-08, Construction and Building Materials, 25(12), 742-748. crossref(new window)

Mas, B., Cladera, A., Olmo, T. D., Pitarch, F. (2012). Influence of the amount of mixed recycled aggregates on the properties of concrete for non-structural use, Construction and Building Materials, 27(1), 612-622. crossref(new window)

Nelson, S. C. (2004). High-Strength Structural Concrete with Recycled Aggregate, Ph. D Thesis, University of Southern Queensland, Australia.

Samuel, A. W., Anton, K. S., Robert, W. B., Jeffery, M. N. (2006). Evaluation of the maturity method to estimate concrete strength, Alabama Department of Transportation.

Sim, J., Park, C., Park, S., Kim, Y. (2006). Characterization of compressive strength and elastic modulus of recycled aggregate concrete with respect to replacement ratios, Journal of the Korean Society of Civil Engineers, 26(1), 213-218 [in Korean].

Soutsos, M. N., Tang, K., Millard, S. G. (2011). Use of recycled demolition aggregate in precast products, phase ii : concrete paving blocks, Construction and Building Materials, 25(7), 3131-3143. crossref(new window)