Measuring horizontal stresses during jacked pile installation


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Authors
d'Arezzo, FB 
Talesnick, M 
Ishihara, Y 
Abstract

jats:p Jacking is an installation technique for displacement piles which is commonly used onshore in urban environments owing to its low noise and vibration. During pile jacking, stress changes occur in the soil which are substantial close to the pile, but also extend a significant radial distance. These stresses are difficult to measure accurately owing to arching around stress sensors. In the field, stress measurements are commonly made by means of an adjacent pile whose stiffness changes the stress field within the soil. Accurate measurements of stresses due to the installation of a single pile under laboratory conditions are needed in order to quantify this error. In this paper, null gauges that do not suffer from membrane deflection are used to measure horizontal stress changes during the jacked installation of a cylindrical pile in dry sand. Stresses are measured by means of both an adjacent pre-installed square pile and in-soil sensors. The paper also presents a comparison between the centrifuge results and the radial stress distribution estimated using conventional methods, such as Boussinesq's elastic analysis and elasto-plastic spherical cavity expansion. </jats:p>

Description
Keywords
granular materials, piles & piling, stress analysis
Journal Title
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering
Conference Name
Journal ISSN
1353-2618
1751-8563
Volume Title
168
Publisher
Thomas Telford Ltd.
Sponsorship
The research was funded by Giken Ltd. and the Coleman-Cohen Exchange Programme to whom a great acknowledgement is addressed