摘要
首先对带帽桩—网复合地基加固机理进行了简述,并从复合地基和复合桩基两个方面分析了该类型复合地基的沉降计算方法,通过工程实例,对各种沉降计算方法进行了简单的分析,得出一些对工程应用有益的结论。
First,the mechanism of composite foundation with capped and nets piles was elaborated.And then,the calculation method of settlement on the composite foundation was analyzed from composite foundation theory and composite pile foundation theory.Through engineering example,the various methods of settlement calculation was analyzed,and some useful conclusions for engineering applications was drawed.
出处
《山西建筑》
2011年第3期146-147,共2页
Shanxi Architecture
关键词
带帽桩—网复合地基
沉降计算
面积置换率
沉降模式
composite foundation with capped and nets piles
calculation settlement
area replacement rate
subsidence model
