PENINJAUAN STRUKTUR BAWAH JEMBATAN “A” PADA PROYEK PENGGANTIAN JEMBATAN KALIGAWE, SEMARANG.

REITSANIE BELLA PERTIWI, NALIENDA (2019) PENINJAUAN STRUKTUR BAWAH JEMBATAN “A” PADA PROYEK PENGGANTIAN JEMBATAN KALIGAWE, SEMARANG. Undergraduate thesis, undip vokasi.

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Abstract

Proyek Penggantian Jembatan Kaligawe, Semarang merupakan upaya untuk melakukan peninggian jembatan, dikarenakan sering terdampak oleh luapan air sungai.. Jembatan direncanakan dengan menggunakan plat berongga sebagai gelagarnya, dengan panjang bentang 63,15 m di atas Sungai Banjir Kanal Timur, terdiri dari 3 pilar dan 2 abutment. Hasil analisis peninjauan menunjukkan setiap pilar jembatan membutuhkan 18 tiang pancang dengan kedalaman 45m. Kata kunci : jembatan, plat berongga, tiang pancang. The bridge replacement project of Kaligawe Bridge, Semarang aims to elevate the bridge, due to the affect of river overflows which frequently occured. The bridge planned with voided slab as it girder, with 63,15 meters span length across Banjir Kanal Timur River, it consists of three pillars and two abutments. Based on the review analysis, it show that each pillar requires 18 piles with 45 meter under ground depth. Keywords: bridge, voided slab, pile foundation.

Item Type:Thesis (Undergraduate)
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Faculty of Engineering > Diploma in Civil Engineering
Faculty of Engineering > Diploma in Civil Engineering
ID Code:77542
Deposited By:Ms Siti Sundari Vokasi
Deposited On:07 Oct 2019 09:45
Last Modified:07 Oct 2019 09:45

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