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软土深基坑稳定性分析
引用本文:杨向东,曲学兵.软土深基坑稳定性分析[J].地质与勘探,2000,36(3):81-83,87.
作者姓名:杨向东  曲学兵
作者单位:铁道部第十四工程局,日照,276826
摘    要:结合青岛港务局业务楼深基坑 ,在基坑围护设计及施工存在不足的情况下所导致的基坑失稳 ,提出了新的围护和施工方案 ,并对围护结构的稳定性进行了分析。

关 键 词:深基坑  人工挖孔桩  强度  稳定性  软土深基础

APPLICATION OF STAGED CONSTRUCTION FEM TO DEEP PIT FOUNDATION DESIGN IN SOFT GROUND
YANG Xiang-Dong,QU Xue-Bin.APPLICATION OF STAGED CONSTRUCTION FEM TO DEEP PIT FOUNDATION DESIGN IN SOFT GROUND[J].Geology and Prospecting,2000,36(3):81-83,87.
Authors:YANG Xiang-Dong  QU Xue-Bin
Abstract:Together with the deep pit foundation of the business building of Qingdao Harbor , the retaining structure of double-serial manmade hole pile and the corresponding construction plan were presented. The staged construction FEM was used to calculate the internal forces and deformation of the retaining structure and analyze the stabilities of the project.
Keywords:staged construction FEM  deep pit foundation  manmade hole pile  stability
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