Quality of Conventional Fixed Piston Samples of Norwegian Soft Clay-Reference-Cited by-同舟云学术

Quality of Conventional Fixed Piston Samples of Norwegian Soft Clay

Published:2009-02 Issue:2 Volume:135 Page:185-198
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Long Michael¹²²,El Hadj Nouri¹²²,Hagberg Knut¹²²

Affiliation:

1. Senior Lecturer, School of Architecture, Landscape and Civil Engineering, Univ. College Dublin, Newstead Building, Belfield, Dublin 4, Ireland (corresponding author).

2. Norwegian Public Roads Administration (Statens vegvesen), Vegdirektoratet, Oslo, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282009%29135%3A2%28185%29

Reference33 articles.

1. Andresen A. and Kolstad P. (1979). “The NGI 54 mm sampler for undisturbed sampling of clays and representative sampling of coarser materials.” Proc. Int. Symp. SOA Current Practice of Soil Sampling 13–21.

2. Triaxial testing at the Norwegian Geotechnical Institute;Berre T.;Geotech. Test. J.,1982

3. Soil sampling in Europe: State of the art;Broms B. B.;J. Geotech. Engrg. Div.,1980

4. Earth Pressures at Rest Related to Stress History

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