港工技术2017，Vol.54Issue(2)：45-50,6.DOI:10.16403/j.cnki.ggjs20170211
重力式防波堤地基承载力设计控制因素分析
Analysis of Control Factors for Design of Foundation Bearing Capacity of
Gravity Breakwater
刘彦忠 1李元音1
作者信息
- 1. 中交第一航务工程勘察设计院有限公司,天津 300222
- 折叠
摘要
Abstract
The calculation method of foundation bearing capacity specified in new code of practice for foundation is quite different from that in previous code of practice. Based on one gravity caisson breakwater project, the foundation bearing capacity of standard section is calculated as per new code of practice. The calculation results are analyzed to find the design control factors, which are verified to be effective through the deformation observation during the construction.关键词
新版地基规范/重力式结构/地基承载力/控制因素分析Key words
new code of practice for foundation/gravity structure/foundation bearing capacity/analysis of control factors分类
交通工程引用本文复制引用
刘彦忠,李元音..重力式防波堤地基承载力设计控制因素分析[J].港工技术,2017,54(2):45-50,6.
