@thesis{thesis,
		author={Kusumastuti  Dyah Pratiwi and Oktaviana Manalu  Angelina},
		title ={Perbandingan Daya Dukung Pondasi Tiang Bor Dengan Menggunakan Metode Analitis dan Aplikasi Komputer},
		year={2020},
		url={http://156.67.221.169/3309/},
		abstract={In the implementation of the bored pile foundation, there are several things that need to be considered. One of the calculations is the bearing capacity of the foundation and the pile settlement. This study aims to compare the value of the bearing capacity of the drill pile and determine which method is the safest to use. The carrying capacity of the foundation can be determined by field tests and manual calculations. The methods used in manual calculations are Reese and Wright with a yield of 549.6552 tonnes, the Tomlinson method with a yield of 9883.5594 tonnes, the Kulhawy method with a yield of 301.0637 tonnes, and plaxis application of 329.4841 tonnes. Whereas for the group pile bearing capacity using the Converse Labbare Formula method and the Reese and Wright method the results were 3695.8816 tons, the Tomlinson method 66457.0534 tons, the Kulhawy method 2024.3523 tons, and plaxis application obtained 1825.9654 tons. For the reduction of the drill pile in the Reese and Wright method of 0.0622 m, while the Tomlinson method is 0.4451 m and in the unsafe category because the magnitude of the reduction is greater than the allowable drop, the Kulhawy method is 0.0474 m and is the safest method to use because the amount of reduction obtained is the lowest and meets the requirements.}
		}