| 边坡开挖稳定及对邻近建筑物的影响分析 |
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| 引用本文： | 谢明志,张红日,谭毅. 边坡开挖稳定及对邻近建筑物的影响分析[J]. 西部交通科技, 2012, 0(7): 11-14,36 |
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| 作者姓名： | 谢明志 张红日 谭毅 |
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| 作者单位： | 广西交通科学研究院,广西南宁,530007 |
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| 摘 要： | 文章通过计算模拟某坡顶邻近建筑物边坡的开挖锚固过程,对比分析了未锚固和及时锚固工况下边坡的位移、变形情况及对邻近建筑物基础产生的影响。结果表明,预应力锚索的及时支护能有效保证边坡及邻近建筑物的安全稳定。
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| 关 键 词： | 边坡 开挖稳定 邻近建筑物 影响 分析 |
Analysis of Slope Excavation Stability and Its Impact on Adjacent Buildings |
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| XIE Ming-zhi,ZHANG Hong-ri,TAN Yi. Analysis of Slope Excavation Stability and Its Impact on Adjacent Buildings[J]. Western China Communication Science & Technology, 2012, 0(7): 11-14,36 |
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| Authors: | XIE Ming-zhi ZHANG Hong-ri TAN Yi |
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| Affiliation: | (Guangxi Transportation Research Institute,Guangxi,Nanning,530007) |
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| Abstract: | By the computational simulation of excavation anchoring process of adjacent building slope on the top of a hill,the article made the comparative analysis of the impact on the foundation of adjacent buildings by the slope displacement and deformation under con-struction conditions of unanchoring and prompt anchoring.The results showed that the timely support protection of prestressed anchor cable can effectively guarantee the safety and stability of the slope and its adjacent buildings. |
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| Keywords: | Slope Excavation stability Adjacent buildings Impact Analysis |
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