Page 93 - PRATIKTO-BETON-KINERJA-TINGGI_Neat

c. Kerikil = 2,10 X 539,50 kg = 1132,95 kg
d. Air = 0,35 X 0,7 X 539,50 kg = 131,775 kg
e. HRWR 2% semen = 10,79 kg

DAFTAR PUSTAKA
1. https://theconstructor.org/concrete/prestressed/mix-design-of-
high-strength-concrete/3333/ , Mix Design of High Strength
Concrete –Methods , access dated : 10/8/2018.

2. Kwan A , 2007 , Performance Criteria for SCC , newhttps://
www.devb.gov.hk/filemanager/en/content_592/1_perfor_
criteria_self_consolid_concrere_prof.pdf , Department of Civil
Engineering. The University of Hong Kong,

3. EFNARC (European Federation of National Trade
Association), Surrey, UK,2002, Specification and Guidelines
for Self Compacting Concrete, http://www.efnarc.org/efnarc/
SandGforSCC.pdf , access 01-04-2007.

4. Okamura, H., Maekawa, K., Ozawa, K., .High-Performance
Concrete., Gihodo Publishing, 1993.
5. Pratikto, 2011 . ; “Beton Mutu Tinggi tanpa proses pemadatan
manual”, Laporan penelitian Unggulan P3M-PNJ, Politeknik

Negeri JAKARTA.

73