PERKUATAN FONDASI TELAPAK DENGAN TURAP
Abstract: Reinforcement
Foundation is a method to increase the capacity of supporters, so they can
support the load of the building. This is required for buildings located on
soft ground. Strengthening this foundation is also needed if the structure
above will be increased so that the burden of building work increased. In this
study, attempted to strengthen the foundations of the method by placing the
sheet piles on the side of the foundation. Tests performed on two-dimensional
model in the laboratory, by comparing the carrying capacity of the foundation
with sheet piles and without sheet piles. Strengthening the foundation carried
out with 3 (three) length variation of plaster that is: L / B = 0.75, L / B =
1.00 and L / B = 1.25. B, and 3 (three) variations in the location of plaster, which
is in distance S / B = 0.5, S / B = 1.0 and S / B = 1.5. Test results showed
that the installation of sheet piles can increase the capacity of foundation
support. The results of this study showed the longer the higher the sheet piles
supporting capacity building, with the results of 33%, 55% and (80% -100%), one
each for L / B = 0.75; 1.00 and 1.25. However, increased capacity is not much influenced
by the location of plaster especially for short plaster of L / B = 0,75 and L /
B = 1,00. While for L / B =1,25, where the sheet piles getting close to the
foundation, increase capacity increased as well..
Penulis: Sumiyanto, Paulus
Setyo Nugroho
Kode Jurnal: jptindustridd110156