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: jptindustridd090064
