摘要
沿海围垦工程施工过程中,垦区促淤、堆载对垦区内原有的桥梁桩基础产生的影响日益受到关注。文章采用有限单元法,建立单桩和群桩基础桩土相互作用的模型,对促淤环境下垦区内的超长钻孔灌注桩基础进行三维计算分析。
Coastal reclamation project construction process, Reclamation siltation, reclamation heap load on pile foun- dation of bridge within the original impact of growing concern. Articles using the finite element method, a single and group pile foundation pile-soil interaction model of siltation within the context Reclamation Bored basis for three-dimen- sional computational analysis.
出处
《城市勘测》
2013年第3期169-171,共3页
Urban Geotechnical Investigation & Surveying
关键词
促淤
桩土作用
有限元
侧向位移
桩顶沉降
侧摩阻力
siltation
pile soil interaction
finite element
lateral displacement
settlement of pile top
lateral friction