PENGARUH LIMBAH KERAMIK SEBAGAI AGREGAT KASAR PADA BETON RINGAN (NON-PASIR) TERHADAP BERAT JENIS, POROSITAS, KUAT TEKAN, DAN MODULUS ELASTISITAS
| Main Author: | TECTONA, ANDREA |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2013
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15246/ |
Daftar Isi:
- Concrete in civil technique construction has coarse aggregate amount which is dominant from all concrete solid mass volume. Solution to get smaller and lighter specific weight is by changing coarse aggregate which is cobblestone is changed with material from ceramics waste. Research about the changing partly coarse aggregate with ceramics waste aggregate in light concrete (non-sand) is aim to know how big concrete density, porosity, pressed strength, and modulus of elasticity which is resulted by lightweight concrete (non-sand). Research results by using ceramics waste aggregate (CWA) is the specific weight of the normal concrete with CWA 0% variation is obtained in the amount of 1895.98 kg/cm3 percentage whereas in CWA 100% variation is resulted the specific weight is in the amount of 1353.53 kg/cm3. Optimum porosity is contained in CWA 31.17 % variation is in the amount of 17.2147 % bigger than CWA 0% normal concrete which is in the amount of 14.33%. Optimum comprehensive strenght in CWA 45.12 % variation with the 12.99 Mpa value is bigger than specific weight of CWA 0% variation which is in the amount of 6.83 Mpa. The modulus of elasticity that has lightweight concrete strain relation value (non-sand) with CWA 20%, 40%, 60%, 80% and 100% the coarse aggregate variation of ceramics waste have coefficient value of determination in the amount of 91%, 94%, 90% 97% and 94% are bigger than coefficient value of determination of coarse aggregate variation CWA 0% ceramics waste in the amount of 88%.