Analisis Daya Dukung Pondasi Tiang Pancang pada Proyek Pembangunan Perhotelan/Apartemen/Kondominium di Jalan Ring Road – Medan ( Studi Kasus )

Abstract

Every civil building such as buildings, bridges, highways, tunnels, towers, dams / dikes and so must have a foundation that can support it. In the construction of the subgrade below the building does not have the carrying capacity (bearing capacity) that is sufficient to carry the weight of the building and load it receives or if the supporting soil has sufficient carrying capacity very deep place, it is usually put on a pile foundation. In general pile placed perpendicular (vertical) in the ground, but when necessary can be sloped so that it can withstand styles - horizontal. To determine the carrying capacity of the pile can satisfy you wear pile bearing capacity calculation of static. Pile bearing capacity of static methods from data SPT commonly used Luciano Dacourt and Meyerhoff. Bui this is can we consideration with PDA test after pilecap has minimize 14 days ago. If the carrying value of the static pile method is smaller than the dynamic method of pile bearing capacity under construction is safe.