Case Study and Analytical Analysis of Rigid Pile Composite Foundations Considering Interaction
详细信息   
摘要
Based on Mindlin displacement solution subjected to centralized load, the settlement of circle or ring uniform load is proposed. A semi-analytical method, which makes use of compatible analysis of force and displacement between piles, slab and ground, is developed to analyze interaction among rigid pile composite foundations. This method has less unknown parameter, but it has fast calculation speed and practicality. The results from practical engineering prove that the method presented has good preciseness and practicality.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700