首页> 外文会议>Sino-Japan Geotechnical Symposium November; 20071104-07; Chongqing(CN) >THE STIFFENING EFFECTS OF SOIL IMPROVEMENT COLUMN WITH STEEL
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THE STIFFENING EFFECTS OF SOIL IMPROVEMENT COLUMN WITH STEEL

机译:钢土改良柱的加筋效果

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摘要

Because of the construction cost reduction, we proposed a new deep mixing method which uses steel as reinforcement and links other cement columns to reduce the improvement area. We investigated on the stiffening effects of cement columns with steel reinforcement by the horizontal load test in the centrifuge model. It was found that the load which decreases the rigidity is about 100~200 kN, and that the important parameter is the horizontal subgrade reaction of the soil.
机译:由于降低了施工成本,我们提出了一种新的深层搅拌方法,该方法使用钢作为增强材料并连接其他水泥柱,以减少改善面积。我们通过离心模型中的水平载荷试验研究了带钢加固的水泥柱的加固效果。研究发现,降低刚度的载荷约为100〜200 kN,其中重要的参数是土的水平路基反应。

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