ANALISIS STRUKTUR LAPISAN BAWAH PERMUKAAN DENGAN METODE GEOLISTRIK DALAM PERENCANAAN PONDASI

Meriana Wahyu Nugroho, A. FatmaAyuNuningFarida, Khodijah Maya
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引用次数: 1

Abstract

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.
基础策划方法对底层结构进行分析
本研究的目的是确定校园校长楼B大学Hasyim Ashari建筑工地地下结构。将地下结构信息作为初步研究的基础设计。利用电阻率计,采用电阻率地电法进行了研究。对轨道点J.01 - J.02 - J.03已知地下水以玄武岩为主,发现了12 m深度的硬地,可规划基础梁,而对轨道点J.04 - J.02 - J.05以砾岩和玄武岩为主,发现了7 m深度的硬地,可进行桩基础设计。
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