地盤補強②

[13-3-3-05] Result and discussion of pull-out tests of steel bars with helical blades penetrated sandy earth embankment

*Satoshi Tanaka¹, Tsubasa Saitou¹, Daisuke Kubozuka¹, Noboru Mikami¹, Tomoyasu Sugiyama¹, Naoyuki Ota² (1. Nittoc Construction, 2. Kyoto University)

Keywords:pulling test, embankment slope, reinforced soil