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Publikováno v:
17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019-Proceedings
Many projects (Marker Wadden, Kleirijperij) have recently been initiated in the Netherlands that involve the reuse of dredged material from silted channels. This dredged material is deposited in large ponds, and left to consolidate. When its dewateri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=narcis______::dadd073bba5984c838cca6e4d03020a3
http://resolver.tudelft.nl/uuid:acc2b6de-1c06-4185-ae3d-2afb5f1b63da
http://resolver.tudelft.nl/uuid:acc2b6de-1c06-4185-ae3d-2afb5f1b63da
Autor:
Kovacevic, M. S., Gavin, Kenneth, Reale, C., Libric, L., Kacunic, D. Juric, Sigursteinsson, Haraldur, Erlingsson, Sigurour, Bessason, Bjarni
Publikováno v:
17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019-Proceedings
Knowledge of the fines content is necessary for all soil classification systems and an important factor in the evaluation of soil strength in liquefaction and seismic settlement analysis. This paper presents the application of cone penetration test,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=narcis______::7e160414dc8b5a3edab2e817c3870d44
http://resolver.tudelft.nl/uuid:2b5c9235-c65b-48ba-a7fc-bb8d4c449a0e
http://resolver.tudelft.nl/uuid:2b5c9235-c65b-48ba-a7fc-bb8d4c449a0e
Publikováno v:
In Physica E: Low-dimensional Systems and Nanostructures 19 January 1997 1(1-4):235-237
Publikováno v:
Scotland, I, Poberezhniy, V & Tatari, A 2019, Reinforced soil shear key to mitigate extrusion failure in soft soils under working platforms . in H Sigursteinsson, S Erlingsson & B Bessason (eds), Proceedings of the XVII ECSMGE-2019 . International Society for Soil Mechanics and Geotechnical Engineering, The XVII European Conference on Soil Mechanics and Geotechnical Engineering Reykjavik Iceland, Reykjavik, Iceland, 1/09/19 . https://doi.org/10.32075/17ECSMGE-2019-1020
Geogrids and geotextiles are widely used in working platforms to increase the allowable surface bearing pressures and reduce the platform thickness required. While analytically based approaches exist for the design of these platforms, these vary in t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3461::0560a6013eafc1a807a3bccc93323053
https://researchportal.port.ac.uk/portal/en/publications/reinforced-soil-shear-key-to-mitigate-extrusion-failure-in-soft-soils-under-working-platforms(45b05636-c802-4fec-a171-d7dd2c8577de).html
https://researchportal.port.ac.uk/portal/en/publications/reinforced-soil-shear-key-to-mitigate-extrusion-failure-in-soft-soils-under-working-platforms(45b05636-c802-4fec-a171-d7dd2c8577de).html
Autor:
Akrami, Sepideh, Bezuijen, Adam
Publikováno v:
Proceedings of the XVII ECSMGE-2019
Piping is one of the main failure mechanisms that can affect the safety of water-retaining structures. A phenomenon that can occur when a local disruption of water structure caused sand erosion and concentration of seepage flow at that location. This
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______330::356b8f67df502baad7a99db8dff3992c
https://hdl.handle.net/1854/LU-8668093
https://hdl.handle.net/1854/LU-8668093