Static Loading Test and Analysis of Reinforced Embankment with pile and Geogrid

Yan-feng TIAN, Mao LIN, Xiao-qing YU, Gong-li HU

Abstract


Geogrid used in embankment changes the mechanical behavior of embankment. Eight groups of static loading test and analysis of reinforced embankment with geogrid have made in this article. The results are: (1) stress concentration ratio of the pile to the soil was impacted by replacement ratio of composite ground, load level, reinforced layers, position and tension strength of reinforced body; (2) Position of tension of geogrid maximum is influenced by pile spacing, reinforced layers and position of reinforced body.

Keywords


Grid, Static test, Embankment


DOI
10.12783/dtcse/cmee2016/5400

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