| 基坑围护结构土压力与变形探讨 |
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| 引用本文： | 叶勇能. 基坑围护结构土压力与变形探讨[J]. 城市建筑, 2014, 0(4): 147-147 |
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| 作者姓名： | 叶勇能 |
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| 作者单位： | 杭州市开发投资有限公司,311100 |
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| 摘 要： | 根据基坑围护结构土压力的特点，分析土压力与位移的关系，推导了基坑开挖面上土体所能达到的主动土压力，围护结构墙体所要需要的极限位移相关计算公式，并编写有限元程序Mmethod，程序的编写结合按弹性地基梁模型。
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| 关 键 词： | 基坑围护结构 土压力 变形 探讨 |
Discussion on the Deformation and Soil Pressure of Foundation Pit Retaining Structure |
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| Ye Yongneng. Discussion on the Deformation and Soil Pressure of Foundation Pit Retaining Structure[J]. Urbanism and Architecture, 2014, 0(4): 147-147 |
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| Authors: | Ye Yongneng |
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| Affiliation: | Ye Yongneng |
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| Abstract: | According to the characteristics of foundation pit retaining structure earth pressure, analyze the relationship be-tween earth pressure and displacement, deduce the active earth pressure of the surface soil can reach on the foundation pit excavation, the related ultimate displacement calculation form-ula that retaining wal needs, and prepare the finite element pr-ogram Mmethod, prepared program combining the elastic fou-ndation beam model. |
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| Keywords: | retaining structure soil pressure deformation di-scussion |
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