ANALISA DAYA DUKUNG PONDASI TIANG PANCANG PADA PROYEK STADION TIPE B

Abstract

Pile foundation is one type of deep foundation commonly used, which serves to transmit structural loads hard soil layer that has a high bearing capacity located quite deep in the ground. To calculate the pile capacity, there are There are many formulas that can be used. The results of each of these formulas produce different capacity values. The purpose of this final project is to calculate the bearing capacity of the pile from sondir results, and calendaring, compare pile bearing capacity results from several investigation methods. The results of the calculation of the bearing capacity of the foundation there are differences in value, both seen from the use of the calculation method Aoki and De Alencar, Mayerhoff, or Danis Formula. From the calculation of the bearing capacity of the pile stake, it is safer to use calculations from the results of calendaring data because more actual. Based on the results of the pile calculations that have been carried out, the most efficient pile permit group capacity is the smallest value, which is 116.195 tons based on calendaring data using the Danish Formula method.