PERENCANAAN PONDASI TIANG BOR (BORED PILE) PADA RUSUNAMI SENTRALAND BEKASI JAWA BARAT
| Main Author: | Idris, Achmad Dafik |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
|
| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/45360/1/PENDAHULUAN.pdf http://eprints.umm.ac.id/45360/2/BAB%20I.pdf http://eprints.umm.ac.id/45360/3/BAB%20II.pdf http://eprints.umm.ac.id/45360/4/BAB%20III.pdf http://eprints.umm.ac.id/45360/5/BAB%20IV.pdf http://eprints.umm.ac.id/45360/6/BAB%20V.pdf http://eprints.umm.ac.id/45360/7/LAMPIRAN.pdf http://eprints.umm.ac.id/45360/ |
Daftar Isi:
- The selection of the right foundation is very important for the stability of a building. The construction of a tall building is not separated from the lower structure or foundation that supports the load on it. The planning of the foundation structure requires the calculation of the combination of loading between the dead load and also live load by free load that refers to SIN-03-1726-2012 with statistic analysts using the Stadpro support application. In planning borini pile foundation, consideration of the characteristics of the existing land at the project site and the load on the structure of the building are needed. Borini pile foundation are planned with a diameter of 90 cm and a pile group by adjusting hard soil depth on the results of DB-9 boring log data. From the calculation results, the value of carrying capacity of a single pile foundation is 359.75 tons per pound Based on the data of carrying capacity of the soil, the greatest decrease is 1.382 cm The 1.2 m thick pile cap by using D29-100 mm reinforcement. Then the drill pile foundation used 16D25 mm main reinforcement and stirrup reinforcement D13-100 mm drill mast length.