| 杨向东,曲学兵.软土深基坑稳定性分析[J].地质与勘探,2000,(3):81- |
| 软土深基坑稳定性分析 |
| APPLICATION OF STAGED CONSTRUCTION FEM TO DEEP PIT FOUNDATION DESIGN IN SOFT GROUND |
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| DOI： |
| 中文关键词: 深基坑 人工挖孔桩 强度 稳定性 软土深基础 |
| 英文关键词: staged construction FEM, deep pit foundation, manmade hole pile, stability |
| 基金项目: |
| 杨向东 曲学兵 |
| 铁道部第十四工程局!日照276826 |
| 摘要点击次数: 1339 |
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| 中文摘要: |
| 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。 |
| 英文摘要: |
| 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. |
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