Analysis on the Bearing Capacity of A Pile Foundation on the Virtual Site of Hangzhou

摘要：

　　On the background of Hangzhou construction site, it realizes the informative functions of visualizing, analyzing, inquiring, coding stratum data and the like by constructing the virtual site platform.It analyzes the numerical simulation and calculation of pile top load and pile foundation settlement by the load transfer function method as well as using Seed and Reese assumptions,namely both the pile side friction and pile body settlement as well as both pile tip resistance and pile tip settlement are in line with the hyperbolic model.Finally, it achieves the seamless splicing of the calculation of beating capacity of pile foundation and the virtual site digital platform by VB programming, so as to further realize the bearing capacity and settlement of pile foundation on virtual site of Hangzhou and the design integration technology.

关键词： virtual site pile foundation beating capacity digital platform

作者: Dang Gaihong Ding Boyang Sheng Linjiong

作者单位: The Garden College of Zhejiang Agriculture and Forestry University, Linan, Zhejiang, China The Civil Engineering College of Zhejiang University of Technology, Hangzhou, Zhejiang, China

会议类型: 国际会议

会议名称: The 10th International Symposium on Architectural Interchanges in Asia(第十届亚洲建筑国际交流会)

会议地点: 杭州

会议语种:英文

页码: 1509-1513

在线出版日期: 2014-10-14（万方平台首次上网日期，不代表论文的发表时间）