路基工程Issue(4)：15-18,4.
考虑渗流影响的深基坑支护桩桩间距研究
Study on Deep Foundation Pit Supporting Pile Space Considering Seepage
杨国峰 1于保阳 1孙兆辉1
作者信息
- 1. 沈阳建筑大学土木工程学院,沈阳110168
- 折叠
摘要
Abstract
Considering viscous force and penetration power on soil mass at the same time,differential balance equation is established to obtain the formula of water-soil pressure.In this paper,taking typical supporting structure（waterproof curtain ＋ supporting pile） of deep foundation pit for example,the formula of the space of deep foundation pit supporting pile considering seepage is educed based on soil arch theory.And the space of supporting pile considering seepage is calculated combined with engineering example.关键词
渗流/深基坑工程/土拱/支护桩/桩间距Key words
seepage/deep foundation pit engineering/soil arch/supporting pile/pile space分类
建筑与水利引用本文复制引用
杨国峰,于保阳,孙兆辉..考虑渗流影响的深基坑支护桩桩间距研究[J].路基工程,2011,(4):15-18,4.
