| 大底盘结构地下车库基坑挖距主楼的安全距离 |
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| 引用本文： | 杜延华,李冰冰.大底盘结构地下车库基坑挖距主楼的安全距离[J].山西建筑,2014(7):69-70. |
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| 作者姓名： | 杜延华 李冰冰 |
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| 作者单位： | [1]洛阳市规划建筑设计研究院有限公司,河南洛阳471000 [2]中机十院国际工程有限公司,河南洛阳471000 |
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| 摘 要： | 针对当前工程建设中的大底盘结构先进行主楼施工,再进行裙房或地下车库基坑开挖,对主楼地基安全会产生不利影响这一问题,通过太沙基地基整体剪切破坏模型,对裙房或地下车库基坑开挖距主楼的安全距离进行了探讨,以确定最佳的安全距离,保证主楼地基安全。
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| 关 键 词： | 安全距离 整体剪切破坏 极限平衡状态 |
Safe distance of large podium underground garage foundation excavation and main building |
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| DU Yan-hua,LI Bing-bing.Safe distance of large podium underground garage foundation excavation and main building[J].Shanxi Architecture,2014(7):69-70. |
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| Authors: | DU Yan-hua LI Bing-bing |
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| Affiliation: | DU Yan-hua LI Bing-bing |
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| Abstract: | Abstract： In light of negative impact of current engineering construction procedure of main building construction, annex or underground garage foundation excavation upon main building foundation security, based on integral shear failure model of Tai-Sha base, the article explores the safe distance of annex or underground garage foundation excavation and main building, with a view to determine optimal safe distance and to guarantee main building foundation security. |
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| Keywords: | Key words： safe distance integral shear failure limit equilibrium state |
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