桶形基础承载力计算的极限反力法

IMECH-IR > 力学所知识产出(1956-2008)

	桶形基础承载力计算的极限反力法
	吴梦喜; 时忠民
Source Publication	祝贺郑哲敏先生八十华诞应用力学报告会——应用力学进展论文集.科学出版社,2004,p.476-480
	2004
Pages	476-480
Conference Name	祝贺郑哲敏先生八十华诞应用力学报告会
Conference Date	2004
Conference Place	北京
Abstract	桶形基础区别于桩基和普通浅基础的显著承载特性,就是垂直荷载的变化显著影响基础的水平承载力.提出了一种新的承载力简化计算方法,这种方法通过考虑垂直土反力承担抗倾覆弯矩,来考虑垂直荷载对水平承载力的影响.采用有限元法对砂性土地基中一组桶形基础承载力离心机试验结果,进行了分析,并与极限反力法结果对比,表明了该方法的合理性.
Language	中文
Document Type	会议论文
Identifier	http://dspace.imech.ac.cn/handle/311007/34614
Collection	力学所知识产出(1956-2008)
Corresponding Author	吴梦喜
Recommended Citation GB/T 7714	吴梦喜,时忠民. 桶形基础承载力计算的极限反力法[C]祝贺郑哲敏先生八十华诞应用力学报告会——应用力学进展论文集.科学出版社,2004,p.476-480,2004:476-480.

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