| 圆形支护体系的实测数据分析与研究 |
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| 引用本文： | 黄海云,朱宪辉. 圆形支护体系的实测数据分析与研究[J]. 岩土工程学报, 2006, 28(Z1): 1823-1825 |
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| 作者姓名： | 黄海云 朱宪辉 |
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| 作者单位： | 中船第九设计研究院,上海,200063 |
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| 摘 要： | 结合环球金融中心塔楼深基坑施工,对圆形支护的围护墙的环向位移、环向应力进行实测,通过分析与研究,得出圆形支护在直径超过100 m的情况下仍然存在较好的拱效应。
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| 关 键 词： | 上海环球金融中心 基坑 围护墙 监测 |
| 文章编号： | 1000-4548(2006)S0-1823-03 |
| 修稿时间： | 2006-04-14 |
Researches on monitoring data of circle shape supports |
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| HUANG Hai-yun,ZHU Xian-hui. Researches on monitoring data of circle shape supports[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(Z1): 1823-1825 |
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| Authors: | HUANG Hai-yun ZHU Xian-hui |
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| Abstract: | Based on the construction of the deep foundation pit of the tower building in Shanghai World Financial Centre,ring displacements and stresses the of retaining walls of circle shape supports were monitored.Through analysis,it reveals that the circle shape supports with the diameter larger than 100 m still have good arch action. |
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| Keywords: | Shanghai World Financial Centre foundation pit retaining wall monitoring |
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