#TITLE_ALTERNATIVE#

• Main Author: Y HUTAHAEAN (NIM : 15011035), FEDIK
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/22132
• Institution: Institut Teknologi Bandung

This final project contains reinforcement method of artificial slope that is constructed in Tana-toraja brand new airport. The slope will be the airport’s runway. Slope to be built have a high height , which is 24 meter. Other consideration for the embankment analysis is that the soil in the construction location contain clayshale soil which decreases its own shear strength easily. Finite element method in PLAXIS and limit equilibrium method in Slope/W will be used to <br /> <br /> <br /> analyze the stability. Meanwhile, for reinforcement method is using soil-nailing reinforcement. Failure stability to be considered are internal stability, eksternal stability and facing stability.Slope with high height is constructed in several stages construction to avoid failure. There are three steps of stage construction as if it is not done in several stages construction, then the slope will gradually collapse as subgrade decreased shear strength because it contains <br /> <br /> <br /> clayshale. The result of stability analysis is soil-nailing reinforcement along 24 meters with three stages construction. This soil-nailing design has resulted safety factor exceeded the design criteria of safety factor that have been set at first.