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Structural Engineering and Mechanics Volume 61, Number 2, January25 2017 , pages 245-253 DOI: https://doi.org/10.12989/sem.2017.61.2.245 |
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Numerical modelling of a pile-supported embankment using variable inertia piles |
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Daniel Dias and Jérôme Grippon
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| Abstract | ||
| The increasing lack of good quality soils allowing the development of roadway, motorway, or railway networks, as well as large scale industrial facilities, necessitates the use of reinforcement techniques. Their aim is the improvement of the global performance of compressible soils, both in terms of settlement reduction and increase of the load bearing capacity. Among the various available techniques, the improvement of soils by incorporating vertical stiff piles appears to be a particularly appropriate solution, since it is easy to implement and does not require any substitution of significant soft soil volumes. The technique consists in driving a group of regularly spaced piles through a soft soil layer down to an underlying competent substratum. The surface load being thus transferred to this substratum by means of those reinforcing piles, which illustrates the case of a piled embankment. The differential settlements at the base of the embankment between the soft soil and the stiff piles lead to an \"arching effect\" in the embankment due to shearing mechanisms. This effect, which can be accentuated by the use of large pile caps, allows partial load transfer onto the pile, as well as surface settlement reduction, thus ensuring that the surface structure works properly. A technique for producing rigid piles has been developed to achieve in a single operation a rigid circular pile associated with a cone shaped head reversed on the place of a rigid circular pile. This technique has been used with success in a pile-supported road near Bourgoin-Jallieu (France). In this article, a numerical study based on this real case is proposed to highlight the functioning mode of this new technique in the case of industrial slabs. | ||
| Key Words | ||
| piled embankment; numerical modeling; soil/structure interaction | ||
| Address | ||
| Daniel Dias: 3SR Laboratory, Grenoble Alpes University, Grenoble, France Jérôme Grippon: Franki Fondation, Chaponost, France | ||