Electrical Resistivity Imaging (ERI) and Induced Polarization (IP) are the non-destructive and rapid methods used for mapping the subsurface. This paper presents an application of these methods for erodibility characterization. These tests and Erosion Function Apparatus (EFA) tests were conducted on identical samples with plasticity indices ranging from low to high to establish a correlation of ERI, IP and erosion rates. Erosion rate and erosion category were determined through the analysis of soil Electrical Resistivity (ER) and IP values. Then, the ERI and IP surveys were performed at a site that had CPT data to analyze the subsurface soil layers. In order to verify the developed correlation, three holes were hand augured and Shelby tube samples were extracted from the site to conduct EFA testing. The results show that ER and IP methods can be used to predict soil erosion characterization in the preliminary stages of bridge site developments with concerns about erosions around bridge piers.
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