METODE PELAKSANAAN PONDASI BORED PILE APARTEMENT GRAND DHIKA CITY BEKASI SEKTOR 2A

• Main Authors: , ROY SEMPAKATA PERANGIN ANGIN, , Dian Sestining Ayu, ST, MT.
• Format: Theses and Dissertations NonPeerReviewed
• Published: [Yogyakarta] : Universitas Gadjah Mada 2013
• Subjects: ETD
• Online Access: https://repository.ugm.ac.id/125226/; http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=65391
• Institution: Universitas Gadjah Mada

Pile foundation also called in to work to take and hold the load acting on it , the construction load on to the ground layer as possible . In planning the pile foundation must be made with care and security that have been prescribed , including supporting the maximum load that may occur . The purpose of this study was to determine how the bored pile foundation and the methodology used to analyze the pile bearing capacity using SPT data from the field test in three (3 ) different points . Analyzes were performed using the method Poulos and Davis (1980 ) . Where the results of the calculations have been made it is known the value of the capacity of bored pile permits have different values , namely to DB - 1 at 935.89 kN , for DB - 2 of 1572.14 kN , and for DB - 3 is equal to 650 , 32Kn. So it can be concluded that the known value of capacity permitted pile foundation as it can be determined what to wear in order to be able to withstand the load to be carried by the foundation-