摘要
针对地铁车站设计过程中的抗拔桩受力计算,根据抗拔桩各受力工况,提出新的荷载—位移关系模型,并结合案例对其和传统模型做了比较,指出荷载—位移关系模型合理可行,宜作为首选计算模型。
Design for subway station in the process of uplift pile stress calculation,based on the uplift pile stress condition,put forward a new load-displacement relationship model,combined with the case of its and the traditional model of comparison,finally it is concluded that reasonable load-displacement relationship model,the conclusion of appropriate calculation model as the preferred.
作者
李勇
Li Yong(Shanghai Municipal Engineering Design Research Institute （Group） Co. , Ltd, Shanghai 200092, Chin)
出处
《山西建筑》
2018年第13期86-87,共2页
Shanxi Architecture
关键词
地铁车站设计
抗拔桩
计算模型
subway station design
uplift pile
calculation model
