PERENCANAAN ABUTMENT DENGAN PONDASI TIANG PANCANG JEMBATAN JONGBIRU KEDIRI

Ferdiansyah, Bismataka Aldy (2025) PERENCANAAN ABUTMENT DENGAN PONDASI TIANG PANCANG JEMBATAN JONGBIRU KEDIRI. Undergraduate thesis, Universitas Muhammadiyah Malang.

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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

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