人民黄河2014，Vol.36Issue(4)：135-137,3.DOI:10.3969/j.issn.1000-1379.2014.04.043
水闸桩基础的优化设计
Optimization Design of the Pile Foundation
摘要
Abstract
The measures of improving the lateral bearing capacity of pile foundation and all kinds of pile foundation project of accord with sluice characteristics of the force sluice were introduced,according to the characteristics of sluice to bear horizontal load and vertical load is generally not as control design of pile foundation work of sluice. According to the concrete sluice specific engineering geology,the five optimization designs of pile foundation were proposed replacement,which was pile soil replacement,the original wing plate pile,the variable section pile,inclined pile and cast in place concrete of large diameter pile. The five optimization designs were compared with the treatment effect,construction technology, and project investment and so on. The results show that PCC pile project investment is the mininum,followed by the variable section pile and in-clined pile. The pile soil replacement scheme and the scheme of the original wing plate pile foundation are little difference in investment.关键词
水闸/桩基础/优化设计/横向承载力Key words
sluice/pile foundation/optimization design/horizontal bearing capacity分类
建筑与水利引用本文复制引用
钟恒昌,孙勇,孙明霞,杨子江..水闸桩基础的优化设计[J].人民黄河,2014,36(4):135-137,3.基金项目
水利部公益性行业科研专项(201101013). （201101013）
