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灰土挤密夯扩桩法地基处理的试验与研究
引用本文:李彦利,方锐,卫瑞峰,燕慧晓. 灰土挤密夯扩桩法地基处理的试验与研究[J]. 电力勘测设计, 2008, 0(1): 12-15
作者姓名:李彦利  方锐  卫瑞峰  燕慧晓
作者单位:北京国电华北电力工程有限公司,北京,100011;北京国电华北电力工程有限公司,北京,100011;北京国电华北电力工程有限公司,北京,100011;北京国电华北电力工程有限公司,北京,100011
摘    要:挤密桩法地基处理在电力工程中广泛应用,特别是灰土挤密夯扩桩法。该方法具有夯击能量高,处理深度大,地基强度提高显著等优点。本文通过具体工程试验,对该方法的试验结果进行了分析研究。

关 键 词:灰土挤密夯扩桩法  地基处理  地基承载力.
文章编号:1671-9913(2008)01-0012-04
修稿时间:2008-01-10

Test and Research on Foundation Treatment of Lime-soil Compaction-expansion Pile Method
LI Yan-li,FANG Rui,WEI Rui-feng,YAN Hui-xiao. Test and Research on Foundation Treatment of Lime-soil Compaction-expansion Pile Method[J]. Electric Power Survey & Design, 2008, 0(1): 12-15
Authors:LI Yan-li  FANG Rui  WEI Rui-feng  YAN Hui-xiao
Affiliation:LI Yan-li,FANG Rui,WEI Rui-feng,YAN Hui-xiao(North China Power Engineering(Beijing) Co.,Ltd.,Beijing 100011,China)
Abstract:The foundation treatment of compaction pile method is applied in many power plant projects,especially lime-soil compaction-expansion pile method.The foundation treatment of this method has many advantages,such as high compaction energy,more treatment thickness,larger bearing capacity,etc.This article combines construction instance,and analyzes the treatment test result.
Keywords:lime-soil compaction-expansion pile method  foundation treatment  bearing capacity of foundation.  
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