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灰土挤密对黄土高填方路基加固效果分析
引用本文:王富华. 灰土挤密对黄土高填方路基加固效果分析[J]. 山西建筑, 2010, 36(11): 272-274
作者姓名:王富华
作者单位:铁四院(湖北)工程监理咨询有限公司,湖北,武汉,430063
摘    要:为了寻求因过大工后沉降及不均匀沉降而造成的黄土高填方路基开裂问题的处治方法,主要分析了灰土挤密桩对黄土高填方路基的加固效果,对提高路基设计与施工中的承载力有借鉴意义。

关 键 词:黄土高填方路基  灰土挤密桩  加固效果

Analysis on the reinforcement effect of lime-soil compaction pile on loess high-fill embankment
WANG Fu-hua. Analysis on the reinforcement effect of lime-soil compaction pile on loess high-fill embankment[J]. Shanxi Architecture, 2010, 36(11): 272-274
Authors:WANG Fu-hua
Affiliation:WANG Fu-hua
Abstract:In order to seek the treatment method of crack problem caused by the excessive post-construction and uneven settlement,the paper mainly analyse the reinforcement effect of lime-soil compaction pile to the loess high-filled highway subgrade,which has referential significance to the design and construction on improving the bearing capacity.
Keywords:loess high-fill embankment  lime-soil compaction pile  reinforcement effect  
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