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Lehane, Barry
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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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document
Stress-strain response of fine silica sand using a miniature pressuremeter
Abstract
<p>The pressuremeter is a well-known geotechnical test, used to measure soil strength and stiffness. In this paper, a miniature pressuremeter device, developed at the University of Western Australia (UWA), was employed to measure the stress-strain behaviour of dense fine silica sand at a range of stress levels. The UWA miniature pressuremeter has a diameter to length ratio of unity, and its inflation after burial in a normally consolidated sand represents a well-defined boundary value problem. Back-analysis was performed using the Finite Element method and the well-known Hardening Soil-Small (HSS) model. The HSS model was found to provide a reasonable match to the measured stress-strain response using parameters derived from triaxial compression tests.</p>