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| 武汉某大楼深基坑变形分析 | |
| 引用本文： | 王鸿滨,冯晓腊,余前标.武汉某大楼深基坑变形分析[J].土工基础,2010,24(3):4-6,9. |
| 作者姓名： | 王鸿滨 冯晓腊 余前标 |
| 作者单位： | 1. 武汉京冶地基基础工程有限责任公司,武汉,430080 2. 中国地质大学(武汉),武汉,430074 3. 中铁大桥勘测设计院有限公司,武汉,430056 |
| 摘 要： | "两墙合一"地下连续墙支护方法由于其在变形控制和经济性等方面的优势,已成为武汉地区深基坑最有效的支护方法之一。武汉第一商业学校实训大楼采用了"两墙合一"地下连续墙支护方法,根据实测数据对基坑的变形规律进行了分析,为类似工程的设计与施工提供参考。 |
| 关 键 词： | 基坑 地下连续墙 变形 监测 |
Deformation Analysis of Deep Foundation in Wuhan |
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| WANG Hong bin,FENG Xiao la,YU Qian biao.Deformation Analysis of Deep Foundation in Wuhan[J].Soie Engineering and Foundation,2010,24(3):4-6,9. | |
| Authors: | WANG Hong bin FENG Xiao la YU Qian biao |
| Affiliation: | WANG Hong bin1,FENG Xiao la2,YU Qian biao3(1.Wuhan Jingye Foundation Engineering Limited Company,Wuhan 430080,2.China Uiversity of Geoscience,Wuhan 430074,China Zhongtie Major Bridge Reconnaissance & Design Institute Co.,Ltd,Wuhan 430056,China) |
| Abstract: | Due to its many advantages such as the capability of deformation control and economical efficiency,the construction method of deep excavations supported by diaphragm wall is an effective way in Wuhan.Based upon monitoring data of No.1 Building of Wuhan Business School,which is the first engineering by using this method,the deformation regularity is analyzed,which is provided as the reference for similar engineering. |
| Keywords: | foundation diaphragm wall deformation monitoring |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |