KAJIAN GEOTEKNIK STRUKTUR BAWAH BANGUNAN RUANG GENSET DI PELABUHAN TANJUNG EMAS SEMARANG
ABSTRACT: One of Tanjung Emas
Port’s primary facility is container terminal yard used as center of container
handling. The traffic of goods increase year by year. For increasing
performance it needs center of generator room for e-RTG (Electrified Rubber
Tyred Gantry Cranes) and CC (Container Crane). Therefore it is needed to build
Generator Room at Container Terminal so that the activity of unloading and
loading is getting easier. Before build Generator Room at Container Terminal,
first we evaluated geotechnic and the structure of building. The part of upper
structure design uses SRPMK with Strong Coloumn Weak Beam method, for
foundation consists of pilecap with concrete pile until depth 20 m. From the
result of analysis geotechnic and building structure can hold the load of the
building. The consolidation settlement at Container Terminal Semarang area is
8,17 cm with time’s consolidation is 17 mounths 16 days, so it must be
compacted to increase its density.
PENULIS: Anggoro Setyo
Pratomo, Dwi Purnamajati, Indrastono Dwi Atmanto, Himawan Indarto
Kode Jurnal: jptsipildd150168