IMECH-IR  > 力学所知识产出(1956-2008)
竖向载荷作用下桶形基础与土相互作用机理研究
Alternative TitleA STUDY ON THE MECHANISM OF INTERACTION BETWEEN BUCKET FOUNDATION AND SOIL UNDER VERTICAL LOADINGS
张宇; 王梅; 楼志刚
Source Publication土木工程学报
2005-02-28
Volume38Issue:2Pages:97-101
Abstract本文进行了竖向下压载荷作用下,桶形基础与土相互作用的模型试验及非线性数值分析,计算结果与模型试验的荷载-沉降曲线吻合较好,同时对桶形基础的不同部位在承担竖向下压载荷时所承担的比例变化进行分析,给出顶板土反力、侧壁摩阻的分布形式及端部阻力的特性,并对顶板对桶形基础受力特性的影响及桶形基础与实体基础受力特性的差别进行了计算与分析。
Keyword桶形基础 土反力 侧摩阻力
Indexed ByCSCD
Language中文
CSCD IDCSCD:1922465
Citation statistics
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/42368
Collection力学所知识产出(1956-2008)
Corresponding Author张宇
Recommended Citation
GB/T 7714
张宇,王梅,楼志刚. 竖向载荷作用下桶形基础与土相互作用机理研究[J]. 土木工程学报,2005,38(2):97-101.
APA 张宇,王梅,&楼志刚.(2005).竖向载荷作用下桶形基础与土相互作用机理研究.土木工程学报,38(2),97-101.
MLA 张宇,et al."竖向载荷作用下桶形基础与土相互作用机理研究".土木工程学报 38.2(2005):97-101.
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