analisa efisiensi perbandingan daya dukung pondasi tiang pancang kelompok menggunakan metode vesic pada proyek pembangunan poltek pariwisata jakabaring palembang
| Main Author: | RIDHO SURYATMAJA, NIM.112014025 |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
http://repository.um-palembang.ac.id/id/eprint/5549/1/112014025_%20%20BAB%20I_%20DAFTAR%20PUSTAKA.pdf http://repository.um-palembang.ac.id/id/eprint/5549/2/112014025_BAB%20II-SAMPAI_BAB%20TERAKHIR.pdf http://repository.um-palembang.ac.id/id/eprint/5549/ |
Daftar Isi:
- The construction project of Palembang Jakabaring Tourism Polytechnic University, located on Jalan Sapta Pesona No.10 Silaberanti, Sebrang Ulu Satu District, Palembang City, South Sumatra, which has a building area of 45m x 20m which has a group pile foundation and a single pile foundation. Carrying capacity of the pile foundation can be obtained from the results of the N-SPT value in the field, to calculate the carrying capacity of the pile foundation using the Vesic method and allpile software. Based on the analysis results obtained using the Vesic method at point B11 of 2059.47 while using the Allpile Software at point B11 of 2089.51 with a 30% difference in the use of Allpile Sofware will make more time and make it easier to determine the type and shape of the foundation efficiency in terms of pile foundation and carrying capacity