#TITLE_ALTERNATIVE#

• Main Author: RIZKI DIAPARI SIREGAR (NIM : 10209102); pembimbing : Gunawan Handayani Ph.D, MUHAMMAD
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/16590
• Institution: Institut Teknologi Bandung

The rapid rate of population growth that occurred in Indonesia, resulting in the need for infrastructure development to cope with the times. The infrastructure development should pay attention to the information of underground geological structures in order to produce a building that meets the requirements. Cross-hole seismic method is a method that is able to provide information to produce a good building. Cross-hole seismic method utilizes the body waves, in particular the P wave and S wave. This method is performed in the field by using two holes. In one hole put the source and the other hole put the geophone as the recipient. Resources that used for this method use the principles of magnetic induction in the application. The data obtained from the field were processed using software Seis-Imager. From the data processing using software Seis-imager, soil stiffness structure obtained in Kuningan, South Jakarta sorted by depth from top to bottom is soft soil – hard soil – medium soil – hard soil.