ANALISIS DAYA DUKUNG PONDASI BORED PILE DENGAN VARIASI DIMENSI PADA PROYEK PEMBANGUNAN OVERPASS SEDYATMO RAWA BOKOR, TANGERANG
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
YANI, ANDRI
SEPRIYANNA, IRMA
SEPRIYANNA, IRMA
Subject
Teknik Sipil
Datestamp
2019-09-09 06:32:13
Abstract :
This thesis carrying capacity of foundation and the decline of foundation on the overpass construction Sedyatmo, Tangerang with changes in bored pile dimensions of 80 cm and 120 cm which aims to determine the effect of distance changes and dimensions of the pile to the carrying capacity capacity and decrease. The method used in this planning is the Reese and O'Neill method for the calculation of carrying capacity and finite element method by using PLAXIS program for the calculation of foundation reduction. The data to be used in the calculation is the data of field test results and the plan that will be applied in the field on the development project of Sedyatmo Overpass Rawa Bokor, Tangerang. Results after performing the analysis, then obtained the calculation of the carrying capacity of single pole at 80 cm diameter of Qu 666,235 tons and Qa 222,0785 tons with the number of poles as much as 9 poles and a decrease of 0,079 m. For diameter of 120 cm obtained the calculation capacity capacity of single pole bearing capacity of Qu 1006,286 tons and Qa 335,429 tons with the number of poles as much as 6 piles and a decrease of 0.0539 m. The safe factor for carrying capacity capacity in diameter of 80 cm is 2,78 and diameter 120 cm is 4,21.
This thesis carrying capacity of foundation and the decline of foundation on the overpass construction Sedyatmo, Tangerang with changes in bored pile dimensions of 80 cm and 120 cm which aims to determine the effect of distance changes and dimensions of the pile to the carrying capacity capacity and decrease. The method used in this planning is the Reese and O'Neill method for the calculation of carrying capacity and finite element method by using PLAXIS program for the calculation of foundation reduction. The data to be used in the calculation is the data of field test results and the plan that will be applied in the field on the development project of Sedyatmo Overpass Rawa Bokor, Tangerang. Results after performing the analysis, then obtained the calculation of the carrying capacity of single pole at 80 cm diameter of Qu 666,235 tons and Qa 222,0785 tons with the number of poles as much as 9 poles and a decrease of 0,079 m. For diameter of 120 cm obtained the calculation capacity capacity of single pole bearing capacity of Qu 1006,286 tons and Qa 335,429 tons with the number of poles as much as 6 piles and a decrease of 0.0539 m. The safe factor for carrying capacity capacity in diameter of 80 cm is 2,78 and diameter 120 cm is 4,21.
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