首页 | 本学科首页   官方微博 | 高级检索  
     

基坑支护结构全过程分析中的土压力分布模式探讨
引用本文:郭玉荣,邹银生,王兆军. 基坑支护结构全过程分析中的土压力分布模式探讨[J]. 建筑结构, 1999, 0(5)
作者姓名:郭玉荣  邹银生  王兆军
作者单位:湖南大学结构工程研究所!长沙410082(郭玉荣,邹银生),金华城市规划设计院!金华321000(王兆军)
摘    要:基坑支护结构全过程内力和变形分析的杆系有限元计算方法由于能模拟施工过程而在支护结构设计中广泛应用,但通过分析发现,从土压力分布的角度来说,目前所采用的梯形土压力分布模式只能用于无限均布地面荷载作用下的均质土基坑。本文对于有限地面荷载作用下的多层土基坑提出了合理的土压力计算方法,并与梯形土压力分布模式进行了对比。

关 键 词:基坑支护  土压力分布  多层土

Soil Pressure Diagram Discussion in Analysis of Retaining Structure of Foundation Pit in Whole Process of Construction
Guo Yurong Zou Yinsheng Wang Zhaojun. Soil Pressure Diagram Discussion in Analysis of Retaining Structure of Foundation Pit in Whole Process of Construction[J]. Building Structure, 1999, 0(5)
Authors:Guo Yurong Zou Yinsheng Wang Zhaojun
Affiliation:Guo Yurong Zou Yinsheng Wang Zhaojun
Abstract:Being able to simulate properly the sequence of construction of excavation, the finite element method based on the beam-column theory is becoming increasingly popular. But, adopting trapezoid soil pressure diagram makes the method just accurate in analyzing single layer soil excavation with infinite uniform surcharge. A new method of calculating soil pressure diagram for multi-layered soil excavation with finite surcharge is presented and the results are compared with those of the trapezoid soil pressure diagram.
Keywords:retaining structure  soil pressure diagram  multi-layered soil
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号