RE-DESIGN DAN PENANGANAN BREAKWATER DI PELABUHAN BATANG
ABSTRACT: Onshore espescially
needed a prevention to sea water abration towards the geomorfology of shore. The Ones of prevention
is build a breakwater. Breakwater must be analyst for strong to prevent from
sea water pressure are come from the sea
wave. That analyst include condition where on slope occured landslide are make
The building collapse. On this analyst is settle The manual analysis of slope
stability with Fellenius method and
Plaxis analisys for breakwater on sta 00+350 in Ports of Batang Districs. Result of this analyst is
generate 1.25 < Safety of Factor < 1.4 is determined that The slope
stability on breakwater is safe but not stable and The handling solution based
on construction is used The bore-pile foundation Ø800mm with depth 24 m from
seabed and elevation step construction.
Penulis: Ari Surya Bawono,
Rizki Indianto, Indrastono Dwi Atmanto, Bambang Pardoyo
Kode Jurnal: jptsipildd140518
