摘要
针对深圳地铁桩基托换的要求 ,对一种新型预应力托换节点进行了试验研究。通过试验得到了此托换节点的受力特性 。
An experimental study on a new type of prestressed underpinned joint is conducted according to the underpinned pile foundation for Shenzhen Subway, and the forced characteristics of this sort of joint are obstined through tests,which provided a safe and feasible scheme for the same kind of large underpinning theory and practice.
出处
《工业建筑》
CSCD
北大核心
2003年第12期61-63,共3页
Industrial Construction
