- 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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- 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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- 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
- 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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- The Effect of mixed foundations on the response of some buildings to excavation
- K. Patterson-Kane ; R.A. Algeo ; D. Wen ; J.N. Shirlaw
- Geotechnical Aspects of Underground Construction in Soft Ground – Proceedings of the 5th International Conference of TC28 of the ISSMGE
Amsterdam – The Netherlands
June 15-17, 2005
- Year: 2005
- Pile Foundations ; Shallow Foundations ; Deep Excavations ; Settlements
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- Bearing capacity of rectangular footings on two-layer clay
- Ming Zhu ; Radoslaw L. Michalowski
- 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
- Year: 2005
- Shallow Foundations ; Numerical & Constitutive Modeling
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- Physical and numerical modeling of cyclic moment-rotation behavior of shallow foundations
- Sivapalan Gajan ; Bruce L. Kutter ; Jeremy M. Thomas
- 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
- Year: 2005
- Shallow Foundations ; Numerical & Constitutive Modeling
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- Application of non-coaxial plasticity models in geotechnical analysis
- H.S. Yu ; Y. Yang ; X. Yuan
- 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
- Year: 2005
- Numerical & Constitutive Modeling ; Soil Behavior Modeling ; Shallow Foundations ; Settlements
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- The Design of Shallow Foundations for Low Cost Houses in a non-Saturated Clay at Basrah, Iraq
- L.W. Hatherly
- International Conference on Soil Mechanics and Geotechnical Engineering - 5th International Conference on Soil Mechanics and Foundation Engineering (Paris)
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- Shallow Foundations
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- Behaviour of two closely spaced strip footings placed on stiff clay
- Md. Ariful Islam ; C. T. Gnanendran
- Australia - New Zealand Conferences on Geomechanics - 11th Australia New Zealand Conference on Geomechanics
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- Shallow Foundations ; Laboratory Testing
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- CHANGES OF DENSITY IN SANDS DUE TO LOADING
- H. LORENZ ; W.F. HEINZ
- International Conference on Soil Mechanics and Geotechnical Engineering - 7th International Conference on Soil Mechanics and Foundation Engineering (Mexico)
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- Shallow Foundations ; Laboratory Testing
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- Expérimentation en laboratoire de la capacité portante des sols
- R. L’Herminier ; Y. Tcheng ; Y. Lebegue
- International Conference on Soil Mechanics and Geotechnical Engineering - 6th International Conference on Soil Mechanics and Foundation Engineering (Montréal)
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- Shallow Foundations ; Laboratory Testing
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- Stresses and Displacements Produced in a Semi-Infinite Elastic Solid by a Rigid Elliptical Footing
- L. RobertSchiffman ; D. BhagwanAggarwala
- International Conference on Soil Mechanics and Geotechnical Engineering - 5th International Conference on Soil Mechanics and Foundation Engineering (Paris)
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- Foundation Design / Construction ; Shallow Foundations
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- Centrifuge modelling of the energy dissipation characteristics of mid‐rise buildings with raft foundations on dense cohesionless soil
- L.B. Storie ; J.A. Knappett ; M.J. Pender
- TC 203 Conferences in Earthquake Engineering - 6th International Conference on Earthquake Geotechnical Engineering (Christchurch, New Zealand)
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- Centrifuge Testing ; Shallow Foundations ; Soil Dynamics
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