›› 2014, Vol. 28 ›› Issue (5): 56-59.

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ColumnSoil Stress Ratio Analyses in a ColumnReinforcing Netting System

YIN Yuxia1, CHU Yunsong2   

  1. (1.Zhengzhou Institute of Technology, Xinzheng Henan 451150;
    2.Guangdong No. 2 Hydropower Engineering Bureau Co., Ltd., Guangzhou, 511340)
  • Received:2013-11-05 Online:2014-10-20 Published:2014-10-28

Abstract: The columnreinforcing netting composite ground is a soil improvement system consisting of column, reinforcing netting, and surrounding soils. This system has different functional elements, such as, column, cushion, drainage layer, reinforcement and protection. This paper presents and theoretical analysis results as well as the tested columnsoil stress ratio data in the actual projects. The change of stress ratio between the column and the soil with the column spacing, reinforcement netting materials, length of the columns, loading magnitude, column materials and soil properties are carefully studied.

Key words: ColumnReinforcing Netting Composite Grounds, ColumnSoil Stress Ratio, Cushion, Geogrid, Influence Factors