Structural Behavior of a Pile-Supported Embankment

Volume: 136, Issue: 1, Pages: 26 - 34
Published: Jan 1, 2010
Abstract
The stress field in a pile-supported 3.9-m-high embankment was interpreted through three-dimensional finite-element modeling, and evaluated by field measurements involving strain gauges on the piles and earth pressure cells at the top and bottom of a 0.9-m-thick geogrid-reinforced platform. Analyses of the numerical results and the experimental data suggest that a vaultlike arch developed within the embankment, such that the vertical stress at...
Paper Details
Title
Structural Behavior of a Pile-Supported Embankment
Published Date
Jan 1, 2010
Volume
136
Issue
1
Pages
26 - 34
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