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。
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.
出处
《山西建筑》
2010年第11期272-274,共3页
Shanxi Architecture
关键词
黄土高填方路基
灰土挤密桩
加固效果
loess high-fill embankment, lime-soil compaction pile, reinforcement effect