@thesis{thesis,
		author={ARIDONA S  MUHAMMAD and Sepriyana  Irma},
		title ={ANALISA DAYA DUKUNG PONDASI TIANG PANCANG
PROYEK PEMBANGUNAN FISIK ISLAMIC CENTER
SERUYAN KALIMATAN TENGAH},
		year={2014},
		url={http://156.67.221.169/165/},
		abstract={Along with the program government for increasing development process, Seruyan District - Central of Borneo which one a largest province of Indonesia, located at Borneo Island in Islamic Centre has built. In the construction of this Islamic Centre foundation pile foundation used is in because the location is on hard ground at a depth of more than 25 m and specification of ground is sandy clay/ sandy loam. This research will be discussed on the pile bearing capacity based on the soil investigation Static Cone Penetrometer (CPT) / Sondir and Standard Penetration Test (SPT). As well as decrease the calculation based on the foundation of the Static Cone Penetrometer (CPT) / Sondir.
The purpose of this study to calculate the bearing capacity of the pile foundation soil investigation with Static Cone Penetrometer (CPT) / Sondir using methods Aoki and De Alencer, Schmertmann-Nottingham, and Mayerhof, Standard Penetration Test (SPT) using the method Mayerhof. Then the comparison of the results of the analysis will be in the calculation of bearing capacity of the foundation of each method used. As well as bringing down the foundation of the Static Cone Penetrometer (CPT) / Sondir with Elastic Settlement method.
From the calculation results pile bearing capacity of the soil investigation that is cone penetrometer test (sondir) the method of Aoki and De Alencar at the point Sondir - 1 (S-1) = 103.192 tons, point Sondir - 2 (S-2) = 124.412 tons, point Sondir - 3 (S-3) = 56,319 tons, Schmertmann-Nottingham at the point Sondir - 1 (S-1) = 216.102 tons, point Sondir - 2 (S-2) = 362.88 tons, point Sondir - 3 (S-3) = 291.528 tons, Mayerhof at the point Sondir - 1 (S-1) = 246.88 tons, Sondir point ? 2 (S-2) = 393.28 tons, Sondir point - 3 (S 3) = 226.24 tons and standard penetration test (SPT) with a method Mayerhof at Bore Hole point-1 (BH-1) = 166.4 tons, point Bore Hole-2 (BH-2) = 185.6 tons. And the result of the decline in the pile of the sondir decrease using elastic settlement of the results of calculations using the sondir Aoki and De Alencar is on point Sondir - 1 (S-1) = 16.71 mm, point Sondir - 2 (S-2) = 22.48 mm, point Sondir - 3 (S-3) = 7.88 mm, Schmertmann-Nottingham is at the point Sondir - 1 (S-1) = 31.68 mm, point Sondir - 2 (S-2) = 58.82 mm, point Sondir - 3 (S-3) = 25.83 mm, Mayerhof is at the point Sondir - 1 (S-1) = 38.5 mm, point Sondir - 2 (S -2) = 66.58 mm, point Sondir - 3 (S-3) = 27.14 mm.}
		}