ANALISA PERBANDINGAN RENCANA ANGGARAN BIAYA DAN WAKTU PEKERJAAN TANGGUL PENAHAN BANJIR CROSS SECTION 1-3 ANTARA TIMBUNAN TANAH DENGAN BATU ARMOR DAS KONAWEHA KENDARI SULAWESI TENGGARA

Rohman, Fajrur (2025) ANALISA PERBANDINGAN RENCANA ANGGARAN BIAYA DAN WAKTU PEKERJAAN TANGGUL PENAHAN BANJIR CROSS SECTION 1-3 ANTARA TIMBUNAN TANAH DENGAN BATU ARMOR DAS KONAWEHA KENDARI SULAWESI TENGGARA. Undergraduate thesis, Universitas Muhammadiyah Malang.

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Abstract

Construction Management is an effort made through the management process, namely planning, implementing and controlling project activities from start to finish. Management in the implementation of construction is carried out by planning and scheduling, which is a process that tries to lay the basis of goals and basic objectives including preparing all resources to achieve these goals and objectives. To organize / organize these activities one must first understand and understand the problem from beginning to end, in other words we must enter into construction as a whole. The parameters used here are the time and cost functions of each construction project activity.
Before calculating construction management in the embankment construction work, in this study, stabilization calculations were carried out first for two types of embankments, namely earthfill embankments and armor stone embankments. By using GeoStudio Software and manual calculations, the FS value on the outer soil embankment is 2,625> 1.5 and on the inside the FS is obtained at 3,928> 1.5. As for the armor stone embankment, the stability number against rolling is 11,18 without an earthquake, 11,15 with an earthquake and against shear is obtained at 10,80 without an earthquake, 10,61 with an earthquake, both of which have met the requirements for the safety number FS> 1.5. For the results of the RAB calculation on the soil embankment, it was obtained at Rp. 2,451,770,070, while for the stone embankment the RAB value was obtained at Rp. 3,304,643,615.

Item Type: Thesis (Undergraduate)
Student ID: 201810340311249
Keywords: Construction Management, Embankment, Stability, Geostudio, Cost Budget Plan
Subjects: T Technology > TH Building construction
Divisions: Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User: Unnamed user with username 201810340311249
Date Deposited: 02 Jun 2025 04:50
Last Modified: 02 Jun 2025 04:50
URI: https://eprints.umm.ac.id/id/eprint/18309

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