| 金城大厦基坑支护设计 |
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| 引用本文： | 苏钢. 金城大厦基坑支护设计[J]. 工程设计与建设, 1996, 0(3) |
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| 作者姓名： | 苏钢 |
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| 作者单位： | 长沙冶金设计研究院 |
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| 摘 要： | 根据金城大厦工程中各项条件，对基坑采用工字形截面排桩式连续墙支护，其结构整体刚度大、稳定性高。支护设计采用“布氏”法和“ｍ”法进行结构计算。
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| 关 键 词： | 基坑支护，冲孔桩，结构计算，主动土压力 |
Foundation pit support design of Jincheng Mansion |
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| Su Gang. Foundation pit support design of Jincheng Mansion[J]. , 1996, 0(3) |
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| Authors: | Su Gang |
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| Abstract: | The continuous wall support with I-shaped crosssection pile rows was used in the foundation pit for Jincheng Mansion,in accordance with the engineering conditions of this project.Such type support structure has higher integral rigidity and better stability.This support structure was calculaied using Bull's and“m”methods. |
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| Keywords: | Foundation pit supporting Punching pile Structure calculation Active soil pressure |
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