- Shallow foundations for offshore wind towers
- Abad ; M. Arroyo
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Offshore Geotechnics ; Shallow Foundations
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- Predicting Settlements of Shallow Footings on Granular Soil Using Nonlinear Dynamic Soil Properties
- Pelt Van ; O. Kacar ; K.H. Stokoe
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Settlements ; Shallow Foundations ; Soil Dynamics
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- Characterization of the geotechnical properties of a carbonate clayey silt till for a shallow wind turbine foundation
- R. Carriveau ; S. Boone ; T. Newson ; M. Tyldesley
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Shallow Foundations ; Soil Structure Interaction ; Geophysics
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- A practical method for the non-linear analysis of piled rafts
- F. Basile ;
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Pile Foundations ; Shallow Foundations ; Numerical & Constitutive Modeling
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- Foundation conditions analysis for some eolian power units corresponding to the seismic loads influence
- A. Chirica ; D. Tenea ; D. Vintila
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Engineering Geology ; Shallow Foundations ; Pile Foundations ; Foundation Design / Construction ; Ground Improvement
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- Foundation Settlement Calculations with the Pressuremeter Method Compared to Other Methods and Resulting Correlations
- C. Bohn ; R. Franck ; S. Lambert
- 18th International Conference on Soil Mechanics and Geotechnical Engineering (Paris)
- Year: 2013
- Pressuremeter ; Site Characterization & In-situ Testing (General) ; Shallow Foundations ; Pile Foundations
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- Building deformations, induced by shallow service tunnel construction and protective measures for reducing of its influence
- M.M. Tupikov ; N.S. Nikiforova ; V.A. Ilyichev
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Shallow Foundations ; Tunneling ; Shallow Foundations ; Tunneling
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- Loading behaviour of flexible raft foundations in full scale and centrifuge models
- J. Laue ; A. Arnold
- Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, Paris, September 2-6 2013
- Year: 2013
- Centrifuge Testing ; Site Characterization & In-situ Testing (General) ; Shallow Foundations
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- Behavior of skirted strip footing under eccentric load
- N.M. Saleh ; A.M. Elleboudy ; A.E. Elsaied
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Shallow Foundations ; Laboratory Testing ; Numerical & Constitutive Modeling
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- Uncertainty in shallow foundations settlement analysis and its utilization in SLS design specifications
- S.G. Paikowsky ; Y. Fu ; S. Amatya ; M.C. Canniff
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Shallow Foundations ; Settlements
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- Rigid plastic analysis for bearing capacity of strip footings subjected to combined loads
- S. Kobayashi ; R. Izawa
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Shallow Foundations ; Finite Element / Finite Difference
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- Bearing capacity of eccentrically loaded strip foundation on geogrid-reinforced sand
- A. Zhusupbekov ; R. Lukpanov ; T. Muzdybaeva ; B.M. Das ; C.R. Patra ; E.C. Shin
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Geosynthetics for Reinforcement ; Shallow Foundations
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- The effect of sheet pile length on the capacity of sheet pile foundation
- P. Punrattanasin ; W. Gasaluck ; C. Muktabhant ; P. Angsuwotai ; A. Patjanasuntorn
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Shallow Foundations ; Centrifuge Testing
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- Bearing behaviour of shallow foundations on clays – offshore and onshore, research and practice
- M.S. Hossain ; M.F. Randolph
- 17th International Conference on Soil Mechanics and Geotechnical Engineering (Alexandria)
- Year: 2009
- Shallow Foundations ; Offshore Geotechnics
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- Bearing Capacity and Settlement of Footing Resting on Confined Loose Silty Sands
- R. Gupta ; A. Trivedi
- Book Title / Journal: The Electronic Journal of Geotechnical Engineering
- Year: 2009 , Volume: 14
- Foundation Design / Construction ; Shallow Foundations
- Keywords: Silty soil ; model tests ; Bearing Capacity ; Confinement ; Settlement
- Description
- An experimental study on the influence of cell confinement on the bearing capacity and settlement of circular footing on silty sand was carried out. Laboratory experiments on clean sand and sand containing silt up to 25% were performed. Model cells with different diameters and heights have been used to confine the silty sand. The effect of the cell diameter, cell height and fines on bearing capacity and settlement were investigated with the help of an experimental programme using circular footing having a diameter of 0.15m. Initially, the response of a footing without confinement was determined and then compared with that of footing with confinement. The results indicate that the bearing capacity of circular footing decreases on the addition of fines and can be appreciably increased by soil confinement. The results also indicate that the settlement of circular footing can be appreciably decreased by soil confinement. It was interpreted that such confinement provides lateral displacement of soil underneath the footing. It leads to a significant improvement in the response of the footing. The cell–soil footing behaves as one unit for small cell diameters, while this pattern was no longer observed with large diameter cells. The recommended cell diameters that give the maximum ultimate bearing capacity improvement and less settlement are presented and discussed.
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