1887
1st Australasian Exploration Geoscience Conference – Exploration Innovation Integration
  • ISSN: 2202-0586
  • E-ISSN:

Abstract

Data from AEM surveys carried out in Norway, to support ground investigations for infrastructure projects, were used in this study. In large infrastructure projects, knowledge of sediment thickness is vital, along with information about sediment type as possible occurrence of highly sensitive clay. The acquisition systems, calibration and data processing are continuously improved to increase the sensitivity of the AEM systems.

In an area with conductive shales over resistive bedrock, the recently introduced method was tested. It is applied in the inversion of SkyTEM data and makes it possible to utilize the very earliest time gates, providing information about the shallower layers. The models showed to give more pronounced structures in the near-surface, reflecting true structures observed in resistivity borehole measurements. The same outcome was observed when conducting synthetic modelling.

In another setting AEM measurements were carried out along a planned road project to provide information about the extent of very conductive, possible alum shale. A volume estimate of excavated masses was sought, as alum shale poses an environmental and health risk due to the decomposition to sulfuric acid by weathering and high uranium content giving radon gas. Preliminary AEM models had a tendency to overestimate the thickness of the very resistive overburden. Experimenting with and optimizing the inversion settings resulted in models better fitting a priori information from the survey area. Limited low moment data were available due to a noisy environment. This affected the reliability of the models, illustrated by modelling and resulting real data models.

Loading

Article metrics loading...

/content/journals/10.1071/ASEG2018abW8_4G
2018-12-01
2026-01-18
Loading full text...

Full text loading...

References

  1. Andersen, K. R., Christiansen, A. V., Auken, E. & Nyboe, N. S., 2016. Modeling and inversion of the TEM response during transmitter ramp-down. p. 25.
  2. Anschutz, H., Bazin, S. and Pfaffhuber, A., 2015. Towards Using AEM for Sensitive Clay Mapping - A Case Study from Norway. First European Airborne Electromagnetics Conference.
  3. Auken, E., Christiansen A.V., Jacobsen, B.H., Foged, N., and Serensen, K.I., 2005, Piecewise 1D Laterally Constrained Inversion of resistivity data: Geophysical Prospecting, 53, 497-506.
  4. Baranwal VC, Renning JS, Solberg IL, Tennesen JF (2015) Delineation of marine sediments in a landslide area in Norway using frequency domain helicopter-borne em and ground geophysical surveys. Symposium on the Application of Geophysics to Engineering and Environmental Problems 2015: pp. 90-94
  5. Pfaffhuber, A. A., Anschutz, H., 0rbech, T., Bazin, S., Lysdahl, A. O. K., Voge., M., Sauvin, G., Waarum, I.-K., Smebye, H. C., Kasin, K., Greneng, G., Berggren, A.-L., Pedersen J. B., and Foged, N. 2016. Regional geotechnical railway corridor mapping using airborne electromagnetics, 5th International Conference on Geotechnical and Geophysical Site Characterisation, Gold Coast, Australia
  6. Sandven, R., Vik, A., Renning, S., Terum, E., Christensen, S. and Gylland, A., 2012. Detektering av kvikkleire fra ulike sonderingsmetoder, Oslo: Norges vassdrags- og energidirektorat i et samarbeid med Statens vegvesen og Jernbaneverket, Rapport nr. 46/2012.
  7. Serensen, K.I., and Auken E., 2004, SkyTEM - A new high-resolution helicopter transient electromagnetic system: Exploration Geophysics, 35, 191-199.
/content/journals/10.1071/ASEG2018abW8_4G
Loading
  • Article Type: Research Article
Keyword(s): AEM; Geotechnical; Near-Surface; System Response; Time-Domain
This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error