| 南京地铁某综合楼深基坑稳定性设计 |
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| 引用本文： | 王中. 南京地铁某综合楼深基坑稳定性设计[J]. 科学技术与工程, 2013, 13(3): 799-805 |
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| 作者姓名： | 王中 |
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| 作者单位： | 湖北职业技术学院建筑技术学院,孝感,432000 |
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| 摘 要： | 以南京地铁某综合楼基坑工程为例,针对面积大、深度深、地质条件差等特点,通过选型分析给出了该基坑的支护设计方案。分析了常用板式支护体系和内支撑的工程应用特点。对整个围护结构进行了山肩邦男简化计算。计算表明整个基坑工程可以较好的保护环境,为同类工程提供了参考。
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| 关 键 词： | 深基坑 稳定性 山肩邦男简化计算 土压力 水土压力 墙体内力 |
| 收稿时间： | 2012-08-22 |
| 修稿时间： | 2012-09-05 |
Nanjing Metro deep foundation pit stability design of a comprehensive building |
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| wangzhong. Nanjing Metro deep foundation pit stability design of a comprehensive building[J]. Science Technology and Engineering, 2013, 13(3): 799-805 |
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| Authors: | wangzhong |
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| Affiliation: | (Hubei Polytechnic Institute Building Technology Institute,Xiaogan 432000,P.R.China) |
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| Abstract: | aking Nanjing subway foundation pit of a certain complex building project as an example, the area, depth, poor geological conditions and other characteristics, through the selection of analysis gives the foundation pit supporting design, analysis of the common type of supporting system and the internal support engineering application characteristics. The entire enclosure structure was Yama Kunio simplified calculation, calculation show that the foundation can better protect environment, offer a reference for similar engineering.. |
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