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DC Field | Value | Language |
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dc.contributor.author | Sutrisno, Cahyo | - |
dc.date.accessioned | 2017-07-31T06:47:36Z | - |
dc.date.available | 2017-07-31T06:47:36Z | - |
dc.date.issued | 2016-09-14 | - |
dc.identifier.uri | https://repositori.uma.ac.id/123456789/510 | - |
dc.description | Dalam merencanakan sebuah konstruksi bangunan,perencanaan daya dukung tanah sangatlah penting, pembahasan tentang tanah gambut sangatlah menarik, karena sifat tanah gambut yang kompresibilitas, ada dua metode yang akan di bahas dalam skripsi ini dan kemudian membandingkan hasil dari dua metode tersebut, yaitu metode DCP dan metode CBR Laboratorium. Pengujian dilakukan pada dua tempat berbeda.pengujian metode DCP dilakukan di lahan gambut. Sedangkan metode CBR dilaksanakan di laboratorium, sehingga hasil dari kedua metode nantinya akan menghasilkan suatu perbandingan.Umumnya, DCP hanya digunakan untuk mengukur nilai CBR tanah. Dalam penelitian ini akan dibahas mengenai estimasi daya dukung tanah dengan menggunakan alat DCP untuk mengukur nilai CBR. Pemeriksaan dilakukan pada kondisi tanah gambut menggunakan kerucut 30º. DCP ditempatkan langsung di atas permukaan perkerasan.Data dianalisis menjadi nilai CBR dengan menggunakan MS-Excel Pr | en_US |
dc.description.abstract | In planning a building construction, stats carrying capacity of the soil is very important, the discussion of peat soil is very interesting, because the nature of the peat soil compressibility, there are two methods that will be discussed in this paper, and then connect the results of the two methods, the method of DCP and Laboratory CBR method. Testing was conducted at two places.Testing methods DCP conducted on peatlands. While CBR method carried out in the laboratory. So that the results of both methods will be sought correlation. Generally, DCP is only used to measure the CBR value of soil. In this research, it is tried to introduce the possibility of appliance DCP to measure the CBR value of penetration macadam pavement. Examination was executed at the gambut soil condition (in the day time, since high burden and temperature) and used 30º cone.DCP was placed directly at the above of pavement surface. The data was analyzed to become the CBR value by using MS-Excel Macro | en_US |
dc.language.iso | other | en_US |
dc.subject | CBR Laboratories | en_US |
dc.subject | DCP | en_US |
dc.subject | Soil Peat Bearing Capacity | en_US |
dc.title | Analisa Daya Dukung Tanah pada Tanah Gambut yang Dipadatkan | en_US |
dc.type | Thesis | en_US |
Appears in Collections: | SP - Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
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108110018_file1.pdf | Cover | 77.68 kB | Adobe PDF | View/Open |
108110018_file2.pdf | Abstract | 84.54 kB | Adobe PDF | View/Open |
108110018_file3.pdf | Introduction | 91.96 kB | Adobe PDF | View/Open |
108110018_file4.pdf | Chapter I | 110.84 kB | Adobe PDF | View/Open |
108110018_file5.pdf | Chapter II | 513.45 kB | Adobe PDF | View/Open |
108110018_file6.pdf | Chapter III | 127.12 kB | Adobe PDF | View/Open |
108110018_file8.pdf | Enclousure | 866.39 kB | Adobe PDF | View/Open |
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