| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 5029996 | Procedia Engineering | 2016 | 6 Pages |
Abstract
The paper compares the results of these two approach by means of parametric analyses. The German regulation EBGEO proposed an analytical model for predicting the pressure-settlement response of an axisymmetric unit cell of clay with a GEC. The numerical simulation of the behavior of a GEC in soft clay loaded by an embankment has been carried out by means of a two-dimensional finite-element commercial code.
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Physical Sciences and Engineering
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Engineering (General)
Authors
Domenico Gioffrè, Francesco Castelli, Claudio Fiumara, Nicola Moraci,