[CS2-07] 種々の相対密度を有する砂に対する短繊維補強特性
キーワード：短繊維、砂、三軸試験
Reinforcement of soils using tension resisting elements is an actual and alternative solution for ground improvement and stabilization issues both for engineering and economic purposes. This study was targeted on obtaining the behaviour of fiber-reinforcement of sandy materials with different relative densities and find out a more suitable method for specimens’ preparation with the vision of future application on construction site.
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