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| 某狭窄场地深基坑设计及稳定性验算 | |
| 引用本文： | 国洪波,吴宏基,李震. 某狭窄场地深基坑设计及稳定性验算[J]. 山西建筑, 2010, 36(30): 125-126 |
| 作者姓名： | 国洪波 吴宏基 李震 |
| 作者单位： | [1]长春水利研究设计院,吉林长春130086 [2]港通咨询监理公司,山东烟台264000 [3]中铁三局集团第四工程有限公司,北京102300 |
| 摘 要： | 以某狭小场地深基坑为例，结合场地工程地质、水文地质条件，对基坑设计方案进行了优选，并对基坑支护锚杆进行了优化设计，通过克氏假定对基坑稳定性进行了验算，得出了有意义的结论。 |
| 关 键 词： | 深基坑 设计方案 稳定性 |
The deep foundation pit design and checking computations of stability on one narrow field |
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| GUO Hong-bo,WU Hong-ji,LI Zhen. The deep foundation pit design and checking computations of stability on one narrow field[J]. Shanxi Architecture, 2010, 36(30): 125-126 | |
| Authors: | GUO Hong-bo WU Hong-ji LI Zhen |
| Affiliation: | GUO Hong-ho WU Hong-ji LI Zhen |
| Abstract: | As one deep foundation pit on narrow field for example and combined with the field engineering geology, hydro geological eonditons, it has a optimum selection of the deep foundation pit design seheme. The foundation pit supporting anchor pile has a optimum design. It makes a significant conclusion from the checking computations of foundation pit stability by Kirsehner assumption. |
| Keywords: | deep foundation pit design scheme stability |
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