PERENCANAAN STRUKTUR JEMBATAN SLAB ON PILE SUNGAI BRANTAS DENGAN MENGGUNAKAN METODE PRACETAK PADA PROYEK TOL SOLO – KERTOSONO STA. 176+050 – STA. 176+375
ABSTRACT: Brantas Bridge is a
bridge which includes the construction of Solo-Kertosono toll road development
located on the river Brantas, District Patianrowo, Kertosono, Nganjuk, East
Java. Total length of Brantas bridge about 890 m, for planning this bridge
which relatively long, it needs several different methods, one of them is using
slab on pile method on the part of approach bridge. The structure of slab on
pile bridge of Brantas river planned to use precast prestressed concrete
systems for plate elements. Loading standart on the structure refers to the SNI
T-02-2005 (Standar Pembebanan Untuk Jembatan). Analysis and modelling structure
was done by 3 steps are structure that has already function, when elevation of
precast element, and when installation of precast element. The analysis of
structure modeling done by support of SAP2000 software. The results of planning
show that bridge structure of slab on pile in Brantas river was safe by
analysis.
Penulis: Khrisnawan Arief Wicaksono,
Kuni Saadati, Purwanto, Sukamta
Kode Jurnal: jptsipildd160265
