| dc.contributor.author | Astomo, Priaji Yudha | |
| dc.date.accessioned | 2023-02-21 | |
| dc.date.available | 2023-02-21 | |
| dc.date.issued | 2022 | |
| dc.identifier.uri |
https://jurnal.uisu.ac.id/index.php/but/article/view/6644
| |
| dc.description.abstract |
Soft soils such as clay are soils with high water content and low bearing capacity. Piles are reinforcement used to increase the carrying capacity of the soil to carry the load of the construction to be built on the ground. Reinforcement of the poles used are concrete poles, steel poles and wooden poles to determine how much the increase in bearing capacity is.
The soft soil reinforcement method used in this study is the load test method to determine the bearing capacity of single piles on wooden piles, steel piles and concrete piles. The height of the poles used is 35 cm and the diameter is 2.5 cm with 4 poles in each pole.
The load test results prove that the bearing capacity of the rough pile is higher than that of the plain pile. Pile roughness can affect the pile bearing capacity. Differences in pile surface roughness affect the level of interaction between soil particles and piles, this means a greater increase in pile capacity or pile roughness variation.
Keywords: clay, reinforcement, pile.
| en_US |
| dc.language.iso | en | en_US |
| dc.publisher | Universitas Harapan Medan | en_US |
| dc.subject | Metode Perkuatan Tanah Lunak | en_US |
| dc.title | PENGARUH TINGKAT KEKASARAN TIANG PANCANG TERHADAP PENINGKATAN KAPASITAS DUKUNG PADA TANAH LEMPUNG DIKECAMATAN DELITUA | en_US |
| dc.type | Skripsi | en_US |
