首页 | 本学科首页   官方微博 | 高级检索  
     

深基坑地基加固变形计算与效果评价
引用本文:宋博,赵福勇.深基坑地基加固变形计算与效果评价[J].结构工程师,2004,20(4):60-63.
作者姓名:宋博  赵福勇
作者单位:上海地铁建设有限公司,上海,200031;上海市浦东新区交通建设发展有限公司,上海,200127
摘    要:基坑内地基加固是深基坑环境保护的重要措施之一。地基加固方法众多、加固方式不一,不同加固方案的加固效果和经济价值也各不相同。文中提出了利用考虑地基土水平基床系数修正的杆系有限元法进行加固后深基坑变形计算。针对一典型地层的15m挖深的基坑,计算和分析了不同加固方案和施工参数下加固效果和加固费用。提出了必须根据基坑保护等级和施工周期进行加固设计的思想。

关 键 词:深基坑  地基加固  时空效应  加固效果  地基土水平基床系数

Deformation Calculation and Effect Evaluation of Ground Reinforcement in Deep Excavation
SONG Bo.Deformation Calculation and Effect Evaluation of Ground Reinforcement in Deep Excavation[J].Structural Engineers,2004,20(4):60-63.
Authors:SONG Bo
Abstract:The ground reinforcement is an important measure on the protection of surroundings in deep excavation. There are many ground reinforcement methods. Every method has its own reinforcement effect and economical value. This paper puts forward a deformation calculation method based on the modified horizontal coefficient of subgrade reaction. Takeing a foundation pit of 15m deep as an example,this paper discusses the reinforcement effects and expense in different schemes and construction parameters,and advises a new thought of reinforcement design based on the protection grade and the construction period in deep excavation.
Keywords:deep excavation  ground reinforcement  time-space effect  effect of ground reinforcement  horizontal coefficient of subgrade reaction
本文献已被 CNKI 维普 万方数据 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