ANALISA DAYA DUKUNG BORE PILE PADA PROYEK JALAN TOL CENGKARENG-BATU CEPER-KUNCIRAN
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Institusion

Institut Teknologi Perusahaan Listrik Negara

Author

CHINTIA, AISYAH
Rokhman, Abdul

Subject

Teknik Sipil 

Datestamp

2019-10-07 06:05:25 

Abstract :
In a building, the foundation is at the bottom of the building contruction which has an important role that carries the entire load of the upper structure building, and passes it into the ground. The purpose of this study to calculate the strong support pole PDA test bored pile of results and Standard Penetration Test (SPT) and then compare the results robust pile bearing bored pile. Strong support for the calculation SPT data using methods Reese and O?Neill. The result of analysis based by SPT show that the value of allow bearing capacity of pile?s diameter 1200 mm and pile?s length 29 m was 359.432 ton. From the calculation of results show that both of foundation are safe, because value bearing capacity more higher than all of value of allow bearing capacity. The SPT results of bearing capacity were 898.581 ton and PDA test results 1295 ton. 

File :
SKRIPSI.pdf