KAJIAN STABILITAS PONDASI KELOMPOK TIANG PANCANG RENCANA JEMBATAN MUALAF KECAMATAN TENGGARONG

Abstract

The bridge is a transportation infrastructure that serves to connect the
two regions that were cut off by relief or differences in contour or a flame
ranges such as rivers and valleys. Construction of the bridge is influenced by
many things such as the location, the position of the point of the bridge and the
type of soil at the construction site of the bridge. Muallaf bridge construction
plan is one of the main plan of the development of the existing road network in
Tenggarong District, Regency, where the road is planned to be an alternative
road that connects with the road axis Tenggarong District to the District Kota
Bangun.
In this study reviewed studies on the stability of the bridge pile foundation
stake using a steel stake diameter of 400 mm, a depth of 30 meters and a plan of
the calculation results obtained by the largest axial force axial force KN
11634,33 and 1035,15 KN largest license or pile foundation is able to accept
the style axial works. While pile experienced buckling due to lateral forces.