摘要
在自重湿陷性黄土地区的高层建筑中,采用挤土夯扩素混凝土桩结合素土挤密桩法处理地基,增加了桩端阻力及桩摩擦阻力,实现了单桩承载力大大提高的目的,缩短了桩长,节省了费用。
The paper introduces that in areas of high-rise building with the collapsible loess, the soil-compaction expanded concrete piles with the soil-compaction pile composite foundation increases the pile tip resistance and friction resistance of piles, improves greatly the piles' bearing capacity and shortens the length of the piles, which saves the cost. In the Xi' an ar- ea, this technique was successfully applied in many projects, and achieved success in the miscellaneous fill venues as well.
出处
《铁道建筑技术》
2009年第6期118-120,共3页
Railway Construction Technology
关键词
复合地基
挤土夯扩素混凝土桩
素土挤密桩
自重湿陷性黄土
composite foundation
soil-compaction expanded plain concrete pile
soil-compaction pile
self-weight collapsible loess