Øysand research site: Geotechnical characterisation of deltaic sandy-silty soils

Autor: Santiago Quinteros, Aleksander Gundersen, Jean-Sebastien L'Heureux, J. Antonio H. Carraro, Richard Jardine

Publikováno v: AIMS Geosciences, Vol 5, Iss 4, Pp 750-783 (2019)

This paper describes the geology and geotechnical engineering properties of the fluvial and deltaic gravelly-sandy-silty sediments at Øysand, Norway. Geophysical and geotechnical site investigations carried out between 2016 and 2018 at the site are

Externí odkaz: https://doaj.org/article/469124a621734f48bb18404f2aa457a8

Revisiting interpretation of relative density from shallow depth CPTs in sand

Autor: H. K. Engin, Vicente Santiago Quinteros, Tom Lunne, Lone Krogh

Publikováno v: Canadian geotechnical journal

The relative density is an important state parameter in the determination of engineering properties of marine sands. Existing industry-acknowledged cone penetration test (CPT) correlations to relative density have been developed almost exclusively fr

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7618e1752ee4b82f5a88111f69a22701
https://doi.org/10.1139/cgj-2021-0200

The initial fabric of undisturbed and reconstituted fluvial sand

Autor: V. Santiago Quinteros, J. Antonio H. Carraro

Publikováno v: Géotechnique

High-quality undisturbed samples of fluvial sand were obtained from the field using the ground freezing technique. In the laboratory, the in situ void ratio of these high-quality undisturbed frozen samples was replicated using four different reconsti

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eed100b6726493476a81ab5d6f067adc
http://hdl.handle.net/10044/1/89947

Characterisation of sand-steel interface shearing behaviour for the interpretation of driven pile behaviour in sands

Autor: Tingfa Liu, V. Santiago Quinteros, Róisín M. Buckley, Richard J. Jardine, Haoruo Chen

Publikováno v: E3S Web of Conferences, Vol 92, p 13001 (2019)
E3S Web of Conferences
7th International Symposium on Deformation Characteristics of Geomaterials

The installation and loading of steel piles driven in sands modifies both the piles' surface topography and the characteristics of the granular materials present adjacent to the pile shaft. Large-displacement ring shear interface tests incorporating

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::049b9d49acc22edc00683eb5d86e24c3
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_13001.pdf

Quality assessment of a new in-mould slurry deposition method for triaxial specimen reconstitution of clean and silty sands

Autor: Lidija Zdravković, Camelia Dominguez-Quintans, Richard J. Jardine, J. Antonio H. Carraro, V. Santiago Quinteros

Publikováno v: E3S Web of Conferences
E3S Web of Conferences, Vol 92, p 02010 (2019)
7th International Symposium on Deformation Characteristics of Geomaterials-IS Glasgow 2019

An innovative specimen reconstitution technique for sandy and silty soils that simulates underwater deposition is presented and evaluated. The technique is an upgraded version for triaxial testing of the well-established slurry deposition method. Thi

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b2d0c5bdb6eed6bbd93bc72db56e005
https://hdl.handle.net/11250/2605172