ANALISA DAYA DUKUNG PONDASI KELOMPOK TIANG PANCANG (BETON BERTULANG) PROYEK PEMBANGUNAN GEDUNG TARBIYYAH KAMPUS B UIN RADEN FATAH JAKABARING PALEMBANG
| Main Author: | ANNISA PRASETIA, NIM. 112015087 |
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| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
http://repository.um-palembang.ac.id/id/eprint/5011/1/112015087_BAB%20I_DAFTAR%20PUSTAKA.pdf http://repository.um-palembang.ac.id/id/eprint/5011/2/112015087_BAB%20II_SAMPAI_BAB%20TERAKHIR.pdf http://repository.um-palembang.ac.id/id/eprint/5011/ |
Daftar Isi:
- ABSTRACT The Construction Project of the B Uin Raden Fatah Campus in Palembang The Tarbiyyah Building uses building infrastructure that constructs the construction using square piles (reinforced concrete) with a size of 40x40 cm. The purpose of this study was to compare the variation of pile foundation bearing capacity seen from the N-SPT data, using the Allpile softwer calculation method. The calculation results show that the carrying capacity analysis of the group pile foundation is efficient in type IV namely Ø25 cm, depth of 39 m, number of group piles m: 3, n: 3 = 9, volume of = 172209 m3, with carrying capacity of = 2274.43 kN. Keywords: Tarbiyyah Building Campus B Radin Fatah Palembang, Carrying Capacity, Foundation, Group, PC4, Pile, Circle and Square, Empirical Method (Mayerhof), Vesic Method, and Allpile Program. With VI Variation.