KETAHANAN DI LINGKUNGAN ASAM, KUAT TEKAN DAN PENYUSUTAN BETON DENGAN 100% FLY ASH TANPA AKTIVATOR
Ardy, B., Ratika, D., Hardjito, D., & Antoni, P. (2016a). Beton 100% Fly Ash tanpa Aktivator. Civil Engineering Petra.
ASTM C 109/C 109M – 02. (2000). Standard Test Method for Compressive Strength of Hydraulic Cement Mortars, 04, 1–6.
ASTM C 596 – 01. (1971). Standard Test Method for Drying Shrinkage of Mortar Containing Hydraulic Cement 1. ASTM C 596 – 01, 2(4), 11–13.
Atis, C. D., & Sevim, U. K. (2004). Strength and shrinkage properties of mortar containing a nonstandard high-calcium fly ash. Cement and Concrete Research 34, 34, 99–102. http://doi.org/10.1016/S0008-8846(03)00247-3
Sumer, M. (2012). Compressive Strength and Sulfate Resistance Properties of Concretes Containing Class F and Class C Fly Ashes. Construction and Building Materials, 34, 531–536. http://doi.org/10.1016/j.conbuildmat.2012.02.023
Wang, X.-Y., & Park, K.-B. (2015). Analysis of Compressive Strength Development of Concrete Containing High Volume Fly Ash. Construction and Building Materials, 98, 810–819. http://doi.org/10.1016/j.conbuildmat.2015.08.099
Weber, E. D. (2005). Procedure for Resistance of Concrete to Sulfuric cid.pdf. Utah,US: Department of Civil and Environmental Engineering.
- There are currently no refbacks.