Evaluation of sample quality from different sampling methods in Finnish soft sensitive clays

Author:

Di Buò Bruno1,Selänpää Juha1,Länsivaara Tim Tapani1,D’Ignazio Marco2

Affiliation:

1. Department of Civil Engineering, Tampere University of Technology, Korkeakoulunkatu 5, 33720, Tampere, Finland.

2. Norwegian Geotechnical Institute, Sognsveien 72, N-0855 Oslo, Norway.

Abstract

The determination of reliable geotechnical parameters from laboratory testing is highly dependent on sample quality. Over the past decades, undisturbed sampling of soft sensitive clays has been performed using various apparatuses and procedures. This paper outlines details of the design and performance of a new Laval-type tube sampler employed for the investigation of five soft clay sites located in Finland. The investigation was conducted using the new tube sampler and two different piston samplers. The sample quality was evaluated based on the recompression volume during reconsolidation to the in situ effective stress in constant-rate-of-strain oedometer tests. Test results show that tube samples are generally characterized by higher quality, especially in low-plasticity clays. In particular, the quality of piston samples is highly affected by the apparatus condition and sampling operations. Furthermore, the influence of storage time on tube samples was investigated. To guarantee a proper confinement, and thus reduce swelling, a pressurized system was applied to the tube samples obtained in two soft clay sites. Results demonstrate that the sample quality is not significantly affected by storage time as long as the soil is properly stored in the tube.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference13 articles.

1. Andresen, A., and Kolstad, P. 1980. The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser material. NGI Publication No. 21, Norwegian Geotechnical Institute, Oslo, pp. 1–31.

2. Correlations for undrained shear strength of Finnish soft clays

3. Failure in anisotropic sensitive clays: finite element study of Perniö failure test

4. Hvorslev, M.J. 1949. Subsurface exploration and sampling of soils for civil engineering purposes. Waterways Experimental Station, Vicksburg, Miss., USA.

5. Strength and deformation properties of Norwegian clays from laboratory tests on high-quality block samples

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