Abstract:
Planning and design of jetty for general cargo port always use piles for its lower structure.
Arrangement of Pile configuration in jetty is very important thing in stability of structure as well
as for construction cost. This research has analysed structurally three alternatives of pile
configuration design, those are pile configuration Type-], Type-2, and Type-3. The Type-I and
Type-2 are the conventional configuration pile that are the most commonly designed. The Type-3
is a configuration piles that is proposed to be the more stable structure than the conventional
configurations. All of the alternatives configuration are analyzed structuraly using SAP 2000
VI 1.0.0 to find maximum lateral displacement, axial force, shear force, and moment in pile. Base
on the result of structural analysisis can be concluded that jetty Type-3 is the most
