Relationship between electrical resistivity and basic geotechnical parameters for marine clays
|Title:||Relationship between electrical resistivity and basic geotechnical parameters for marine clays||Authors:||Long, Michael (Michael M.)
|Permanent link:||http://hdl.handle.net/10197/4888||Date:||Oct-2012||Abstract:||Recently, considerable efforts have been made in the attempt to map quick clay areas using electrical resistivity measurements. However there is a lack of understanding regarding which soil parameters control the measured resistivity values. To address this issue, inverted resistivity values from 15 marine clay sites in Norway have been compared with basic geotechnical index properties. It was found that the resistivity value is strongly controlled by the salt content of the pore fluid. Resistivity decreases rapidly with increasing salt content. There is also a relatively clear trend of decreasing resistivity with increasing clay content and plasticity index. Resistivity values become very low (≈5 Ω·m) for high clay content (>50%), medium- to high-plasticity (Ip ≈ 20%) materials with salt content values greater than about 8 g/L (or corresponding remoulded shear strength values greater than 4 kPa). For the range of values studied, there is poor correlation between resistivity and bulk density and between resistivity and water content. The data studied suggest that the range of resistivity values corresponding to quick clay is 10 to 100 Ω·m, which is consistent with other published limits. A comparison is made between two-dimensional electrical resistivity tomography (ERT) and resistivity cone penetration test (RCPTU) data for two of the sites and the two sets of data show similar trends and values irrespective of scale effect.||Type of material:||Journal Article||Publisher:||Canadian Science Publishing||Journal:||Canadian Geotechnical Journal||Volume:||49||Issue:||10||Start page:||1158||End page:||1168||Copyright (published version):||2012 Canadian Science Publishing||Keywords:||marine clay; resistivity; soil design parameters||DOI:||10.1139/t2012-080||Language:||en||Status of Item:||Peer reviewed|
|Appears in Collections:||Civil Engineering Research Collection|
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