Intact, Disturbed, and Reconstituted Undrained Shear Behavior of Low-Plasticity Natural Silt
Author:
Affiliation:
1. Senior Engineer, Norwegian Geotechnical Institute, P.O. Box 3930, Ullevål Stadion, Oslo N-0806, Norway (corresponding author). ORCID: .
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003.
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%29GT.1943-5606.0002299
Reference52 articles.
1. Andresen A. and P. Kolstad. 1979. “The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials.” In Proc. Int. Symp. of Soil Sampling State of the Art on Current Practice of Soil Sampling 13–21. Tokyo: Japanese Society of Soil Mechanics and Foundation Engineering.
2. Strain Path Method
3. Disturbances Due to “Ideal” Tube Sampling
4. Work as a criterion for determining in situ and yield stresses in clays
5. Triaxial testing at the Norwegian Geotechnical Institute;Berre T.;Geotech. Test. J.,1982
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