摘要
针对软土的工程特性,对影响深层搅拌桩法处理软土地基沉降的多个因素进行了理论分析;进行了置换率、桩长、桩体强度与软土沉降的关系分析,最后提出了深层搅拌桩法对软土沉降的作用规律。
According to the project property of ,soft clay, the thesis carry out theoretical analysis for the factors that influence the depression of soft clay stabilized by deep agitation. Then the thesis analysis the relationship among replacement ratio, stake length, stake strength and depression of soft clay. At last, the paper put forward the law for depression of soft clay stabilized by deep agitation.
出处
《山西建筑》
2007年第26期141-142,共2页
Shanxi Architecture
关键词
深层搅拌桩法
软土
沉降
处理措施
deep agitation pile stake, soft clay, depression, counter-measures
