Settlement prediction for soft ground improved by columns

@inproceedings{Chai2010SettlementPF,
  title={Settlement prediction for soft ground improved by columns},
  author={Jinchun Chai and Norihiko Miura and T. Kirekawa and Takenori Hino},
  year={2010}
}
A simple method of calculating the consolidation settlement of soft subsoil improved by a floating cement-stabilised column–slab system subjected to embankment loading has been proposed, and the method has been applied to three case histories in Fukuoka, Japan. The proposed method adopts the methodology of treating a part of the soil–cement column improved layer with a thickness of Hc as an unimproved layer and calculating its compression using the properties of the soft soil only. Based on… CONTINUE READING

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