ANALISIS STRUKTUR LAPISAN BAWAH PERMUKAAN DENGAN METODE GEOLISTRIK DALAM PERENCANAAN PONDASI

Meriana Wahyu Nugroho (Universitas Hasyim Asy’ari Tebuireng Jombang)
Fatma Ayu Nuning Farida A (Universitas Hasyim Asy’ari Tebuireng Jombang)
Khodijah Maya (Universitas Hasyim Asy’ari Tebuireng Jombang)

Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan
Vol 3, No 2 (2018): September

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.