| 超深基坑支护设计与施工 |
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| 引用本文： | 葛鹏,鞠骥勤,胡连峰.超深基坑支护设计与施工[J].地质学刊,2006,30(4):283-286. |
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| 作者姓名： | 葛鹏 鞠骥勤 胡连峰 |
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| 作者单位： | 江苏地质基桩工程公司 江苏镇江212001 |
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| 摘 要： | 拟建场地地势相对较高,地貌单元隶属太湖冲积平原虞西高亢平原亚区,主要为第四系河流相冲积。介绍在拟建的建筑物超深基坑支护中,将多种支护方法进行组合,以达到理想的效果。
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| 关 键 词： | 超深基坑 设计 施工 支护结构 江苏常熟 |
| 文章编号： | 1003-6474（2006）04-0283-04 |
| 收稿时间： | 2006-04-11 |
| 修稿时间： | 2006年4月11日 |
Design and construction of ultradeep foundation pit timbering |
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| GE Peng,JU Ji-qin,HU Lian-feng.Design and construction of ultradeep foundation pit timbering[J].Jiangsu Geology,2006,30(4):283-286. |
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| Authors: | GE Peng JU Ji-qin HU Lian-feng |
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| Institution: | Jiangsu Geological Piling Company, Zhenjiang 212001, Jiangsu |
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| Abstract: | The relief of the construction site is high, and landform unit, belongs to Taihu Lake plain, is river facies sediment of Quaternary system. A combination of timbering methods used in the planned construction site was presented in the text. It is concluded that the comprehensive methods was of spreading significance. |
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| Keywords: | Ultradeep foundation pit Design Construction Timbering structure Changshu Jiangsu |
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