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灰土挤密桩在湿陷性黄土地基中的应用
引用本文:杨秋生. 灰土挤密桩在湿陷性黄土地基中的应用[J]. 山西建筑, 2010, 36(14): 119-120
作者姓名:杨秋生
作者单位:山西省勘察设计研究院,山西,太原,030013
摘    要:通过对灰土挤密桩的复合地基荷载试验和桩间土挤密效果的试验及其结果分析,表明灰土挤密桩能消除湿陷性黄土地基的湿陷性,形成的复合地基能提高地基承载力、改善地基土的承载性状,是一种有效的地基处理方法。

关 键 词:灰土挤密桩  黄土  湿陷性  承载力

The application of lime-soil compaction pile in collapsible loess foundation
YANG Qiu-sheng. The application of lime-soil compaction pile in collapsible loess foundation[J]. Shanxi Architecture, 2010, 36(14): 119-120
Authors:YANG Qiu-sheng
Affiliation:YANG Qiu-sheng
Abstract:Loading test of composite foundation of the lime-soil compaction pile and test of compaction effect of soil between piles as well as analysis results show lime-soil compaction pile can eliminate the collapsibility of collapsible loess foundation.The composite foundation of the lime-soil compaction pile can upgrade the bearing capacity of foundation and improve the bearing behaviors of foundation soil,which is one effective foundation treatment method.
Keywords:lime-soil compaction pile  loess  collapsibility  bearing capacity  
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