| 地下连续墙加内撑基坑变形监测分析 |
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| 引用本文： | 李俊虎,周龙翔,童华炜,陈雷.地下连续墙加内撑基坑变形监测分析[J].广州大学学报(自然科学版),2010,9(1):68-73. |
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| 作者姓名： | 李俊虎 周龙翔 童华炜 陈雷 |
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| 作者单位： | 1. 广州大学土木工程学院,广东,广州,510006
2. 安徽建工集团有限公司,安徽,合肥,230001 |
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| 基金项目： | 建设部软科学研究项目(06-K1-03)资助 |
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| 摘 要： | 广州市轨道交通四号线北延段黄村站为地下两层一岛一侧站台车站,该站所处环境复杂,周围道路交错,交通繁忙而且占据重要地理位置(位于奥体中心主会场的西南侧),所以确定本基坑安全等级为一级.文章就本站在施工期间所观测的测斜、沉降成果,分析了其变化的规律,墙体变形的原因.旨在为以后类似支护结构(连续墙加内支撑)的基坑施工提供指导意见.
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| 关 键 词： | 地铁 深基坑 基坑监测 地下连续墙 |
Deformation monitoring analysis on diaphragm wall |
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| LI Jun-hu,ZHOU Long-xiang,TONG Hua-wei,CHEN Lei.Deformation monitoring analysis on diaphragm wall[J].Journal og Guangzhou University:Natural Science Edition,2010,9(1):68-73. |
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| Authors: | LI Jun-hu ZHOU Long-xiang TONG Hua-wei CHEN Lei |
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| Affiliation: | 1.School of Civil Engineering;Guangzhou University;Guangzhou 510006;China;2.Anhui Construction Engineering Group Co.;Hefei 230001;China. |
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| Abstract: | Huangcun station in the fourth line of Guangzhou Metro is the northern extension of the underground station.Huangcun underground station is a two-tier one side of the island platform station.With complex environment of the station,which is surrounded by intersecting roads with heavy traffic,and occupies an important geographical location (located at the main Olympic Sports Center,the southwest side of the venue).All this determines the level of security as a level-one foundation pit.This paper,by observatio... |
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| Keywords: | metro underground deep pit monitoring of deep foundation pit diaphragm wall |
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