BAMBANG KURNIAWAN, NIM. 112018152 (2023) VARIASI PROFIL PERENCANAAN PEMASANGAN SHEET PILE BETON SEBAGAI DINDING PENAHAN TANAH PADA ALIRAN SUNGAI SEKANAK KOTA PALEMBANG. Skripsi thesis, Universitas Muhammadiyah Palembang.
|
Text
112018152_BAB I_DAFTAR PUSTAKA.pdf Download (636kB) | Preview |
|
Text
112018152_BAB II.pdf Restricted to Repository staff only Download (791kB) |
||
Text
112018152_BAB III.pdf Restricted to Repository staff only Download (382kB) |
||
Text
112018152_BAB IV.pdf Restricted to Repository staff only Download (1MB) |
||
Text
112018152_BAB V.pdf Restricted to Repository staff only Download (182kB) |
||
Text
112018152_LAMPIRAN.pdf Restricted to Repository staff only Download (631kB) |
||
Text
112018152_DAFTAR PUSTAKA.pdf Restricted to Repository staff only Download (268kB) |
||
Text
112018152_Jurnal.pdf Restricted to Repository staff only Download (1MB) |
||
Text
112018152_Cover_Sampai_Lampiran.pdf Restricted to Repository staff only Download (2MB) |
Abstract
This study focuses on reviewing the planning for installing sheet pile concrete on the Sekakan River. The purpose of this study is to re-evaluate the value of the safety factor for retaining walls in the Sekanak River Basin based on an analysis using empirical methods. The research location was carried out in the Sekanak river flow, Palembang, South Sumatra, using variations of sheet pile profiles W-600-B-1000, W-600-A-1000, W-500-B-1000, W-500-A-1000, W- 450-A-1000, W-400-B-1000, W-400-A-1000, W-350-B-1000, W-350-A-1000, W-325-B-1000, W-325- A-1000, W-300-1000. With a length of 12 meters. The results of calculations using the Rankine method show that the required sheet pile penetration is 11.9 m with the maximum moment received by the sheet pile is 9,710 tons. As well as variations of plaster that can be used are W 600-B 1000 with a recommended length of 15 m, W 600-A 1000 with a recommended length of 15 m, W 500-B 1000 with a recommended length of 13 m, W 500-A 1000 with a recommended length of recommended length 13 m, W 450-A 1000 recommended length 12 m, W 400-B 1000 recommended length 12 m, W 400-A 1000 recommended length 12 m, W 350-B 1000 recommended length 12 m, W 350-A 1000 with a recommended length of 12 m, W 323-B 1000 with a recommended length of 8 m, W 325-A 1000 with a recommended length of 8 m. And there are three choices of sheet pile profile variations that cannot be used based on the standard table of sheet pile profile specifications, namely W 323-B 1000 because they do not meet the Safe factor permit, W 325-A 1000 because they do not meet the Safe factor permit, W 300 1000 because does not meet the Crack moment permission. Keywords:Sheet pile profile variation, Rankin emethod.
Item Type: | Thesis (Skripsi) |
---|---|
Subjects: | Teknik Sipil > Teknik Fondasi |
Divisions: | Fakultas Teknik > Teknik Sipil (S1) |
Depositing User: | Mahasiswa Fakultas Teknik |
Date Deposited: | 06 May 2023 01:53 |
Last Modified: | 06 May 2023 01:53 |
URI: | http://repository.um-palembang.ac.id/id/eprint/24767 |
Actions (login required)
View Item |