摘要
本文以上海浦东国际机场1号桥的设计为背景,介绍了地下连续墙做为桥梁基础的计算模型的建立、计算参数的取值以及构造处理措施。结果表明:当条件受限制时,地下连续墙不失为一种较好的基础型式。
On the base of the design of the No.1 bridge of Shanghai Pudong International Airport, this paper introduces the building of the calculation model, the value of the calculation parameters, and the structure treatment measures of the underground continuous wall used as the bridge foundation. The project shows that underground eontinous wall is a kind of good foundetion when the area is limited with deep excavation.
出处
《公路交通科技》
CAS
CSCD
北大核心
2005年第9期106-110,共5页
Journal of Highway and Transportation Research and Development
关键词
地下连续墙
竖向弹性地基梁
水土分算
基床系数
Underground continuous wall
Vertical elastic foundation beam
Separate calculation of water and earth pressures
Foundation bed factors
