This chapter considers the performance of piled embankments where one or more layers of geotextile or geogrid reinforcement are used at the base of the embankment, for a wide range of piled embankment geometries.

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Geogrid Reinforced Piled Embankment in Plane Strain and Three-Dimensional Conditions

  • Yan Zhuang

摘要

This chapter considers the performance of piled embankments where one or more layers of geotextile or geogrid reinforcement are used at the base of the embankment, for a wide range of piled embankment geometries.