Using CPTs to derive thermal properties of soil

¹ Delft University of Technology, Section of Geo-Engineering, PO Box 5048, 2600GA Delft, The Netherlands
² Fugro, PO Box 130, 2630 AC Nootdorp, The Netherlands

^* Corresponding author: p.j.vardon@tudelft.nl

Abstract

A method of utilizing cone penetration tests (CPTs) is presented which gives continuous profiles of both the in situ thermal conductivity and volumetric heat capacity, along with the in situ temperature, for the upper tens of meters of the ground. Correlations from standard CPT results (cone resistance, sleeve friction and pore pressure) are utilized for both thermal conductivity and volumetric heat capacity for saturated soil. These, in conjunction with point-wise thermal conductivity and in situ temperature results using a Thermal CPT (T-CPT), allow accurate continuous profiles to be derived. The CPT-based method is shown via a field investigation supported by laboratory tests to give accurate and robust results.