Bearing capacity of floating geosynthetic encased columns (GEC) determined on the basis of CPTU penetration tests
Abstract: Floating geosynthetic encased columns (GEC) are an increasingly popular method of strengthening weak subsoil. Design of floating columns is a difficult and not fully recognized issue. This paper treats the floating GEC column as a special kind of “pile” and its bearing capacity is calculated using five selected methods for calculating the bearing capacity of piles based on CPTU penetration tests. The calculations were done on the basis of insitu tests carried out on one of the sections of the Bargłów Kościelny bypass. The paper contains a comparison of the bearing capacities of floating GEC columns calculated with different methods based on CPTU penetration tests.
- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- Extent
-
Online-Ressource
- Language
-
Englisch
- Bibliographic citation
-
Bearing capacity of floating geosynthetic encased columns (GEC) determined on the basis of CPTU penetration tests ; volume:10 ; number:1 ; year:2020 ; pages:699-704 ; extent:6
Open engineering ; 10, Heft 1 (2020), 699-704 (gesamt 6)
- Creator
-
Chmielewska, Iwona
- DOI
-
10.1515/eng-2020-0078
- URN
-
urn:nbn:de:101:1-2412141654489.681370675127
- Rights
-
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
15.08.2025, 7:37 AM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Chmielewska, Iwona
Other Objects (12)
Safety analysis of independent columns mounted on isolated bearing system
Laboratory and numerical based analysis of floating sand columns in clayey soil
Experimental and numerical study on the bearing capacity of encased stone columns
Comparative study of a simulative bearing design with an experimentally determined data of a prototype bearing
Comparative study of a simulative bearing design with an experimentally determined data of a prototype bearing
Advertising columns
Ancient columns
Undetermined? Determined, very determined
Penetration
Contribution to the load bearing capacity of anchor plates with headed studs in reinforced concrete columns
Bearing Capacity Characteristic Analysis of Anti-floating Bolts in Unsaturated Soil Based on Mindlin Solution
Floating Barzel
Safety analysis of independent columns mounted on isolated bearing system
Laboratory and numerical based analysis of floating sand columns in clayey soil
Experimental and numerical study on the bearing capacity of encased stone columns
Comparative study of a simulative bearing design with an experimentally determined data of a prototype bearing
Comparative study of a simulative bearing design with an experimentally determined data of a prototype bearing
Advertising columns
Ancient columns
Undetermined? Determined, very determined
Penetration
Contribution to the load bearing capacity of anchor plates with headed studs in reinforced concrete columns
Bearing Capacity Characteristic Analysis of Anti-floating Bolts in Unsaturated Soil Based on Mindlin Solution
Floating Barzel
Safety analysis of independent columns mounted on isolated bearing system
Laboratory and numerical based analysis of floating sand columns in clayey soil
Experimental and numerical study on the bearing capacity of encased stone columns
Comparative study of a simulative bearing design with an experimentally determined data of a prototype bearing
Comparative study of a simulative bearing design with an experimentally determined data of a prototype bearing
Advertising columns
Ancient columns
Undetermined? Determined, very determined
Penetration
Contribution to the load bearing capacity of anchor plates with headed studs in reinforced concrete columns
Bearing Capacity Characteristic Analysis of Anti-floating Bolts in Unsaturated Soil Based on Mindlin Solution