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首页> 外文期刊>Journal of aerospace engineering >Design and Performance of Large Excavations for Shanghai Hongqiao International Airport Transport Hub Using Combined Retaining Structures
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Design and Performance of Large Excavations for Shanghai Hongqiao International Airport Transport Hub Using Combined Retaining Structures

机译:结合固定结构的上海虹桥国际机场交通枢纽大型基坑设计与性能

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摘要

As an important add-on to Shanghai Hongqiao International Airport, the Shanghai Hongqiao International Airport transport hub is the biggest transport center in China. The transport hub consists of interchange stations for five different metro lines, two traffic squares, a high-speed railway station, and a station for the maglev train connecting the Hongqiao and Pudong international airports. The excavation area of the project reached up to 350,000 m(2) and the excavation depth ranged from 9 to 29 m. A combined retaining system, which consisted of slope excavation, a gravity retaining wall, and a diaphragm wall, was adopted. Sloped excavation and a gravity wall were used for the shallow excavation area, while a diaphragm wall braced by two levels of concrete struts was adopted for the deep excavation area. An extensive instrumentation program was carried out to monitor the performance of the large deep excavation and hence verify the design work. The deformations of the combined retaining system during and after the construction were recorded and analyzed. Based on the field monitoring results, the combined retaining system adopted in this project proved to be feasible for such large and deep excavations in the soft Shanghai soils. (C) 2014 American Society of Civil Engineers.
机译:作为上海虹桥国际机场的重要补充,上海虹桥国际机场的交通枢纽是中国最大的交通中心。交通枢纽包括五个不同地铁线路的换乘站,两个交通广场,一个高速火车站以及一个连接虹桥和浦东国际机场的磁悬浮列车的车站。该项目的开挖面积达350,000 m(2),开挖深度为9至29 m。采用了由边坡开挖,重力挡土墙和地下连续墙组成的组合挡土系统。浅基坑开挖采用倾斜开挖和重力墙,深基坑开挖采用两层混凝土支撑的隔板墙。进行了广泛的仪器程序,以监视大型深基坑的性能,从而验证设计工作。记录并分析了组合式挡土系统在施工期间和施工后的变形。根据现场监测结果,本项目采用的组合式挡土系统对于在上海软土地基中进行如此大而深的开挖是可行的。 (C)2014年美国土木工程师学会。

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