Mini-block sampler

Author:

Emdal Arnfinn1,Gylland Anders2,Amundsen Helene A.1,Kåsin Kristoffer3,Long Michael4

Affiliation:

1. Norwegian University of Science and Technology (NTNU), Trondheim, Norway.

2. Multiconsult, Trondheim, Norway; formerly NTNU.

3. Norwegian Geotechnical Institute (NGI), Oslo, Norway.

4. School of Civil Engineering, University College Dublin (UCD), Newstead Building, Belfield, Dublin 4, Ireland.

Abstract

Challenges in obtaining high quality samples of sensitive low-plasticity clay in an effective manner have been overcome by the development of the mini-block sampler. The starting point for the development of the new sampler was the Sherbrooke block sampler that was first introduced in Canada in 1979. Although the Sherbrooke block sampler can produce high quality samples, its use, particularly in industrial projects, has been limited due to the perceived high costs, practical difficulties, and the time required. This paper outlines details of the development and design of the mini-block sampler together with developed techniques for protection and transportation of the samples and preparation of specimens for laboratory testing. The sampler has been used successfully at five Norwegian clay sites. For two of the sites comparative Sherbrooke samples were available and it is shown that the quality of the mini-block samples is very high and is at least as good as that of the Sherbrooke samples. The work also demonstrates that rigging, preparation, and sampling with the mini-block sampler is fast, practical and is not labour intensive. Furthermore the resulting samples are easy to transport and handle, but still provide sufficient material for extensive laboratory testing.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference34 articles.

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2. Triaxial Testing at the Norwegian Geotechnical Institute

3. Test fill on soft plastic marine clay at Onsøy, Norway

4. Potential improvements of design parameters by taking block samples of soft marine Norwegian clays

5. In situ strength characterisation of peat and organic soil using full-flow penetrometers

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