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DC Field | Value | Language |
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dc.contributor.author | Supriadi | - |
dc.date.accessioned | 2023-09-19T07:53:32Z | - |
dc.date.available | 2023-09-19T07:53:32Z | - |
dc.date.issued | 2014 | - |
dc.identifier.uri | https://repositori.uma.ac.id/handle/123456789/21170 | - |
dc.description | 54 Halaman | en_US |
dc.description.abstract | Pondasi Tiang pancang (pile foundation) adalah bagian dari struktur yang digunakan untuk menerima dan men-transfer (menyalurkan) beban dari struktur atas kelapisan tanah atau batuan yang terletak pada kedalaman tertentu. Tiang pancang bentuknya panjang dan langsing yang menyalurkan beban ke tanah yang lebih dalam. Bahan utama dari tiang kayu, baja (steel), dan beton. Tiang pancang yang terbuat dari bahan-bahan ini cara kerjanya dipukul, dipancang, dibor ke dalam tanah yang menyatukannya dengan pile cap (poer). Foundation The pile foundation is part of the structure used to receive and transfer (distribute) loads from structures above the soil layer or rocks located at a certain depth. The piles are long and long slender that distributes the load to deeper soil. The main material of wooden poles, steel (steel), and concrete. How piles made from these materials work hit, staked, drilled into the ground which unites it with a pile cap (poer). | en_US |
dc.language.iso | id | en_US |
dc.publisher | Universitas Medan Area | en_US |
dc.relation.ispartofseries | NPM;108110032 | - |
dc.subject | efiensi jarak | en_US |
dc.subject | pergeseran tiang pancang | en_US |
dc.subject | pondasi | en_US |
dc.subject | efficiency distance | en_US |
dc.subject | Pole Shifts piling | en_US |
dc.title | Pengaruh Ketidaktepatan Posisi Hasil Pemancangan Tiang Pancang Terhadap Beban Kerja Dan Daya Dukung Pondasi | en_US |
dc.title.alternative | The Effect of Inaccuracy in the Position of Pile Driving Results on the Work Load and Bearing Capacity of the Foundation | 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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108110032 - Supriadi - Fulltext.pdf | Cover, Abstract, Chapter I, II, III, V, Bibliography | 3.73 MB | Adobe PDF | View/Open |
108110032 - Supriadi - Chapter IV.pdf Restricted Access | Chapter IV | 2.56 MB | Adobe PDF | View/Open Request a copy |
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