Getting high-quality samples in ‘sensitive’ soils for advanced laboratory tests

Author:

Viana da Fonseca AntónioORCID,Pineda Jubert

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference84 articles.

1. Andersen A, Kolstad P (1979) The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials. In: Proc. Int. Symp. Soil Sampling, Singapore, pp 13–21

2. Ashi J (1997) Computed tomographic scan image analysis of sediments. In: Proc. Of the Ocean Drillings Program, Scientific Results, vol 156, pp 151–159

3. Arroyo M, Pineda JA, Sau N, Devicenzi M, Perez N (2015) Sample quality examination on silty soils. In: Geotechnical engineering for infrastructure and development. Institution of Civil Engineers, UK, pp 2873–2878. doi: 10.1680/ecsmge.60678.vol6.445

4. ASTM D6519–08 (2008) Standard practice for sampling of soil using the hydraulically operated stationary piston sampler. ASTM International, West Conshohocken. http://www.astm.org

5. Baligh MM (1985) The strain path method. J Geotech Eng Div ASCE 111(GT9):1108–1136

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