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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Lehane, Barry
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (6/6 displayed)
- 2024The role of physicochemical processes in aging of shaft friction of driven steel piles in sandcitations
- 2022Non-Destructive Evaluation of Mortar with Ground Granulated Blast Furnace Slag Blended Cement Using Ultrasonic Pulse Velocitycitations
- 2018Full scale instrumented pile response in moderately cemented calcareous soil
- 2016Stress-strain response of fine silica sand using a miniature pressuremeter
- 2016Stress-strain response of fine silica sand using miniature pressuremeter.
- 2010Shallow foundation performance in a calcareous sand
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booksection
Shallow foundation performance in a calcareous sand
Abstract
<p>The paper presents results from eight small scale load tests performed on shallow footings founded on an unsaturated calcareous sand at a site located about 100 km North of Perth, Western Australia. These tests highlight inadequacies of traditional bearing capacity approaches and show the potential for more reliable estimates of bearing capacity through direct correlations with CPT data. Both the shear stiffness and creep characteristics of this particular calcareous sand deposit are shown to be consistent with those inferred from footing tests on a siliceous sand.</p>