Glacio-marine clay resistivity as a proxy for remoulded shear strength: correlations and limitations

Author:

Long Michael,Pfaffhuber Andreas AspmoORCID,Bazin SaraORCID,Kåsin KristofferORCID,Gylland Anders,Montaflia AlbertoORCID

Publisher

Geological Society of London

Subject

Earth and Planetary Sciences (miscellaneous),Geology,Geotechnical Engineering and Engineering Geology

Reference83 articles.

1. Aasland, R. 2010. Kartlegging av kvikkleire med 2D resistivitet og RCPT i Rissa. MSc thesis, Norwegian University of Science and Technology (NTNU), Trondheim.

2. Amundsen, H.A. , Emdal, A. , Sandven, R. & Thakur, V. 2015 a. On engineering characterisation of a low plasticity sensitive clay. In: GEOQuébec 2015 – Challenges from North to South, Québec, Canada. Canadian Geotechnical Society, Richmond, BC.

3. Amundsen, H.A. , Thakur, V. & Emdal, A. 2015 b. Comparison of two sample quality assessment methods applied to oedometer test results. In: Rinaldi, V.A. (ed.) 6th International Symposium on Deformation Characteristics of Geomaterials. IOS Press, Amsterdam, 923–930.

4. Andresen, A. & Kolstad, P. 1979. The NGI 54 mm samplers for undisturbed sampling of clays and representative sampling of coarser materials. In: Proceedings International Symposium on Soil Sampling, Singapore, International Society for Soil Mechanics and Foundation Engineering (ISSMFE), 13–21.

5. Anschütz, H. , Bazin, S. & Pfaffhuber, A.A. 2015. Towards using AEM for sensitive clay mapping – A case study from Norway. In: First European Airborne Electromagnetics Conference/Near Surface Geoscience, EAGE, Turin, Extended abstract, MO AEM 04, 05, EAGE (European Association of Geoscientists and Engineers), Houten.

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