| dc.contributor.author | Harefa, Ridwan Rodi | |
| dc.date.accessioned | 2022-07-14 | |
| dc.date.available | 2022-07-14 | |
| dc.date.issued | 2021 | |
| dc.identifier.uri |
https://jurnal.uisu.ac.id/index.php/but/article/view/5382
| |
| dc.description.abstract |
With the development of technology engaged in the structure or infrastructure as well as rapid population growth resulting in an increasing number of developments, especially in the construction of foundations. In research on foundation construction on the construction of a dormitory and training building on Jalan Tanjung Tangkerang Labuai, Bukit Raya sub-district, Pekanbaru City, Riau Province, an analysis of the bearing capacity of the foundation was carried out using soil investigation data as a reference for calculating the pile bearing capacity. From the results of the analysis of the bearing capacity of the foundation, it can be concluded that the diameter of 0.5 m with all the analyzed depths meets the standards that have been allowed.
Keywords: Pile; Soil Bearing Stability; Building
| en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Universitas Harapan Medan | en_US |
| dc.subject | Analisa Daya Dukung Pondasi | en_US |
| dc.title | ANALISIS DAYA DUKUNG PONDASI TIANG PANCANG PADA PEMBANGUNAN GEDUNG ASRAMA DAN DIKLAT DI JALAN TANJUNG TANGKERANG LABUAI, KECAMATAN BUKIT RAYA, KOTA PEKAN BARU PROVINSI RIAU | en_US |
| dc.type | Skripsi | en_US |
