1 |
ACI Committee 318: Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (ACI 318R-05). American Concrete Institute, 2005
|
2 |
ACI 209R-92, "Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures", ACI Manual of Concrete: Practice Part 1: Materials and General Properties of Concrete, 1994
|
3 |
Malhotra, V. M., "Introduction: Sustainable Development and Concrete Technology", Concrete International, V.24, No.7, 22 pp., 2002
|
4 |
The European Standard EN 1992-1-1:2004, Eurocode 2: Design of Concrete Structures, British Standards Institution, 2004
|
5 |
Wang, S. D., Pu, X. C., Scrivener, K. L., and Pratt, P. L., "Alkali-Activated Slag Cement and Concrete: A Review of Properties and Problems", Advances in Cement Research, V. 7, No. 27, pp. 93-102, 1995
DOI
ScienceOn
|
6 |
윤재환 역, 포틀랜드시멘트 및 콘크리트, 세진사, 1996
|
7 |
한국공업표준협회, 한국산업규격(KS) 규준, 2006
|
8 |
Yang, K. H., Song, J. K., Ashour, A. F., and Lee, E. T., "Properties of Cementless Mortar Activated by Sodium Silicate", Construction and Building Materials, doi:10 1016/J.conbuildmat. 2007.07.003., 2007
|
9 |
Yang, K. H., and Song, J. K., "Workability Loss and Compressive Strength Development of Cementless Mortars Activated by Combination of Sodium Silicate and Sodium Hydroxide", Submitted for Publication to Journal of Materials in Civil Engineering, ASCE, 2007
|