港工技术2017，Vol.54Issue(5)：39-42,4.DOI:10.16403/j.cnki.ggjs20170511
桩基作用下某国外高桩码头岸坡稳定性分析
Slope Stability Analysis of an Overseas Piled Berth Structure under Action of
Pile Foundation
唐丰礼 1胡星星 2王馨2
作者信息
- 1. 中国港湾工程有限责任公司,北京 100027
- 2. 中交第四航务工程勘察设计院有限公司,广东广州 510000
- 折叠
摘要
Abstract
In order to solve the slope stability problem in the reconstruction project of a piled berth structure abroad, the effect of pile foundation on the slope stability is studied, and the finite element pile-soil calculation is made by using PLAXIS 3D. To allow full play to the curtain effect of pile foundation on the original slope will lead to economical and reliable slope stability.关键词
桩基作用/淤泥/岸坡稳定/PLAXIS3D/码头/港口工程Key words
pile foundation action/silt/slope stabilization/PLAXIS 3D/wharf/port engineering分类
交通工程引用本文复制引用
唐丰礼,胡星星,王馨..桩基作用下某国外高桩码头岸坡稳定性分析[J].港工技术,2017,54(5):39-42,4.
