
ANALISIS STRUKTUR LAPISAN BAWAH PERMUKAAN DENGAN METODE GEOLISTRIK DALAM PERENCANAAN PONDASI
Author(s) -
Meriana Wahyu Nugroho,
Fatma Ayu Nuning Farida A,
K. Hernandez Maya
Publication year - 2018
Publication title -
civilla
Language(s) - English
Resource type - Journals
eISSN - 2620-7222
pISSN - 2503-2399
DOI - 10.30736/cvl.v3i2.262
Subject(s) - foundation (evidence) , geology , pile , basalt , geotechnical engineering , geochemistry , archaeology , geography
The purpose of this study was to determine the structure of the subsurface at construction site Campus Rector Building B University Hasyim Ashari. Information subsurface structure used as the initial study foundation design. The research was carried out with resistivity geoelectric method using a resistivity meter. Interpretation of the track point J.01 - J.02 - J.03 known subsurface water dominated by basalt rocks, and discovered the hard ground at a depth of 12 m for planning the foundation beams, while on the track J.04 - J.02 - J.05 dominated by conglomerates and basalt rocks, and discovered the hard ground at a depth of 7 m to pile foundation design.