STUDI EKSPERIMENTAL PENGARUH TEGANGAN TEKAN SELAMA PROSES PRODUKSI TERHADAP KUAT TEKAN DRY CONCRETE
ABSTRACT: Dry concrete is
basically a cementitious material, consisting of aggregates imbedded in a
cement matrix that function as the binding agent. The water cement factor
during this production is customary kept low, since from the economic point of
view, speed in production is favored. A low water-cement-factor will result in
a faster unmolding of elements. As a consequence, the probability of the
hydration process is not at optimum. A technique of optimizing the hydration
process is to apply a compression stress to the dry concretes, during the
hydration stage. This stress is aimed to reduce the air voids in the mixture
and to enable the entrapped water within the mortar to optimize the reaction
with the cement. The application of compression stress is not only freed the
entrapped water, but also creates a more dense material so it will provides a
better performance of the dry concrete. This study uses 2 types of mix design
with a water-cement ratio of 0.4 and 9 types of compressive stress variations
during the production process from 0 MPa to 40 MPa. The experimental test
showed that the compressive stress during the production process affect the
compressive strength of dry concrete. The greater compressive stress given
during the production process increase the compressive strength of the dry
concrete. This increase occurred gradually until it reaches the optimum
compressive stress, which is 35 MPa. The rate of increase in compressive
strength and the optimum compressive stress on both the mix design is in the
same point, it is due to both the mix design using the same water-cement ratio.
Penulis: M. Mirza Abdillah
Pratama, Vemi Widoanindyawati, Han Ay Lie, Purwanto
Kode Jurnal: jptsipildd140512