Ferdiansyah, Bismataka Aldy (2025) PERENCANAAN ABUTMENT DENGAN PONDASI TIANG PANCANG JEMBATAN JONGBIRU KEDIRI. Undergraduate thesis, Universitas Muhammadiyah Malang.
PENDAHULUAN.pdf
Download (1MB) | Preview
BAB I.pdf
Download (362kB) | Preview
BAB II.pdf
Download (1MB) | Preview
BAB III.pdf
Restricted to Registered users only
Download (1MB) | Request a copy
BAB IV.pdf
Restricted to Registered users only
Download (1MB) | Request a copy
BAB V.pdf
Restricted to Registered users only
Download (345kB) | Request a copy
LAMPIRAN.pdf
Restricted to Registered users only
Download (1MB) | Request a copy
Abstract
Jongbiru Bridge is a bridge that connects Jongbiru with Mrican. It has a total length of 133.49 meters with a road width of 9.00 meters. Soil investigation was carried out using the Standard Penetration Test (SPT) method, the results of each layer were dominated by sandy and silt soil to a depth of 30 meters. The abutment is planned with dimensions of 8.1 meters x 12.6 meters. The abutment reinforcement on the (breast wall) uses 26D-25 mm reinforcement and 13D-300 mm shear reinforcement, and the reinforcement for the vertical and horizontal directions uses D22-125 reinforcement. The pile cap is planned to be 8.1 meters x 12.6 meters with reinforcement dimensions of D50-250 mm and reinforcement for D25-125 mm. And the settlement uses the largest total immediate settlement that occurs at the abutment of 3.599 cm.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Student ID: | 201910340311162 |
| Keywords: | Abutment, Pile Foundation, Settlement |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TG Bridge engineering |
| Divisions: | Faculty of Engineering > Department of Civil Engineering (22201) |
| Depositing User: | 201910340311162 bismataka46 |
| Date Deposited: | 25 Aug 2025 06:30 |
| Last Modified: | 25 Aug 2025 06:30 |
| URI: | https://eprints.umm.ac.id/id/eprint/23393 |
