ANALISIS DAYA DUKUNG PONDASI KELOMPOK HELICAL PILE PADA TANAH GAMBUT
ABSTRACT: Helical pile
foundation is an alternative to improve pile bearing capacity on peat soil. The
helical pile cannot be applied as a single pile in order to be act as a
reinforcement of a construction. Therefore, the helical pile has to be studied
in a full scale examination on peat soil as a group of pile. Each foundation
has been given axial load based on constant rate penetration loading and
interpreted by using 25 mm settlement method. Theoriticaly, helical pile group
bearing capacity can be calculated using two ways, i.e based on block failure
and based on single pile bearing capacity times by total number of pile using
cylindrical shear method. The interpretation of bearing capacity calculation
result indicates that helical pile group foundation bearing capacity increasing
linearly with number of piles.The experiment result of ultimate bearing
capacity test and calculation result of single pile bearing capacity times by
total number of pile using cylindrical shear method is quite close compared to
calculation result based on block failure.
Penulis: Vonni Septimarna,
Ferry Fatnanta, Muhardi
Kode Jurnal: jptsipildd170370
