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Title: | Analisis Daya Dukung Tiang Pancang Pada Proyek Pembangunan Rumah Sakit Columbia Asia |
Other Titles: | Analysis of the Bearing Capacity of Piles On the Hospital Construction Project Columbia Asia |
Authors: | Purba, Samuel |
metadata.dc.contributor.advisor: | Wulandari, Tika Ermita |
Keywords: | Piles;Bearing Capacity;Efficiency of Piles Group;Tiang Pancang;Daya Dukung;Efisiensig Tiang Pancang |
Issue Date: | Jul-2023 |
Publisher: | Universitas Medan Area |
Series/Report no.: | NPM;188110099 |
Abstract: | Daya dukung tanah sangat berhubungan dengan daya dukung pondasi,termasuk pondasi tiang pancang.Perhitungan kapasitas daya dukung tiang pancang dilakukan untuk mengetahui seberapa besar kemampuan tiang pancang untuk meneruskan beban yang bekerja terhadap lapisan tanah. Tujuan dari penulisan ini adalah untuk menghitung dan membandingkan kapasitas daya dukung tiang pancang tunggal menggunakan data sondir dan Standar Penetrasi Tes (SPT), dan menghitung kapasitas kelompok tiang yang paling efisien. Metodologi pengumpulan data dilakukan dengan cara melakukan observasi, pengambilan data dari proyek dan melakukan analisis data. Perhitungan penelitian ini menggunakan metode Aoki dan De Alencer :197,752ton,dengan metode Mayerhoff :187,718 ton.Untuk efisiensi kelompok tiang pancang metode Converse Labbare,dengan metode Aoki dan De Alencer : 1616,02 ton, Mayerhoff : 1534,03 ton.Sedangkan untuk metode Los Angeles Group,dengan metode Aoki dan De Alencer : 663,85 ton, Aoki dan De Alencer : 663,85 ton.Dari data diatas maka yang mendekati dengan hasil lapangan (PDA Test) adalah daya dukung Mayerhoff dengan efisiensi metode Converse Labbare,dengan selesih 2,16%. The foundation is part of a sub-structure system that supports its own weight and the entire weight of the superstructure, then passes it on to the layers of soil or rock below it. From the method of supporting the load, the calculation of the pile bearing capacity is carried out to find out how much the ability of the pile to transmit the load acting on the soil layer. The purpose of this paper is to calculate and compare the carrying capacity of a single pile using sondir data and Standard Penetration Tests (SPT), and calculate the most efficient capacity of a group of piles. The data collection methodology is carried out by observing, collecting data from the project and conducting data analysis. Calculations in this study used the Aoki and De Alencer method: 197.752 tons, with the Mayerhoff method: 187.718 tons. For pile group efficiency the Converse Labbare method, with the Aoki and De Alencer method: 1616.02 tons, Mayerhoff: 1534.03 tons. As for the Los Angeles Group method, with the Aoki and De Alencer method: 663.85 tonnes, Aoki and De Alencer: 663.85 tonnes.From the data above, the closest to the field results (PDA Test) is Mayerhoff's carrying capacity with the efficiency of the Converse Labbare method, with a difference of 2,16%. |
Description: | 78 Halaman |
URI: | https://repositori.uma.ac.id/handle/123456789/21345 |
Appears in Collections: | SP - Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
188110099 - Samuel Purba - Fulltext.pdf | Cover, Abstract, Chapter I, II, III, V, Bibliography | 16.07 MB | Adobe PDF | View/Open |
188110099 - Samuel Purba - Chapter IV.pdf Restricted Access | Chapter IV | 1.05 MB | Adobe PDF | View/Open Request a copy |
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