ANALISIS DAYA DUKUNG PONDASI SUMURAN MENGGUNAKAN METODE AOKI DAN DE ALENCAR (STUDI KASUS : PROYEK JEMBATAN KALI KERUH PLOMPONG, SIRAMPOG, BREBES)

ABDILAH, MUHAMAD BAHTIAR (2018) ANALISIS DAYA DUKUNG PONDASI SUMURAN MENGGUNAKAN METODE AOKI DAN DE ALENCAR (STUDI KASUS : PROYEK JEMBATAN KALI KERUH PLOMPONG, SIRAMPOG, BREBES). Bachelor thesis, Universitas Muhammadiyah Purwokerto.

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Abstract

The Bridge of Kali Keruh Plompong uses caisson foundation. There are two caissons in the south and two caissons in the north, in which the diameter of each caisson is 3 m with the wall thickness of 20 cm. The middle of the caisson is filled with cyclop concrete with the composition of 60% K 175 concrete and 40% split stone. During the construction, there are things which are not in accordance with the planning because there is a big stone under the south caisson foundation. Therefore, the caisson height is decreased 1.5 m from the first planning, from 6 m becomes 4 .5 m. This research aims to find out the magnitude of the caisson foundation carrying capacity. It uses an observational method to obtain the technical data of the caisson foundation obtained from the survey to the project location. The research result shows that the carrying capacity of each foundation in S-1 and S-2 spots are greater than the vertical load.

Item Type: Thesis (Bachelor)
Uncontrolled Keywords: Kali Keruh Bridge, Aoki and De Alencar Methods, Foundation Carrying Capacity.
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil S1
Depositing User: Amri Hariri, SIP.
Date Deposited: 04 Oct 2021 05:40
Last Modified: 04 Oct 2021 05:40
URI: https://repository.ump.ac.id:80/id/eprint/10508

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