| 某煤码头工程基坑支护结构原位测定 |
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| 引用本文： | 邵旭,裴成玉.某煤码头工程基坑支护结构原位测定[J].港工技术,2007(5):48-51. |
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| 作者姓名： | 邵旭 裴成玉 |
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| 作者单位： | 1. 中交第一航务工程勘察设计院有限公司,天津,300222
2. 华北水利水电学院,郑州,450011 |
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| 摘 要： | 地下连续墙是在地下深处分段施工形成的,无法直接观察到其质量特征,形成缺陷难以修复。本文立足于基坑支护结构监测的实测资料,通过对地下连续墙侧向位移、墙顶水平位移、墙体垂直沉降、孔隙水压力、土压力及墙体内力等监测结果的分析,为类似工程的设计、施工和监测提供一些借鉴。
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| 关 键 词： | 圆型基坑 地下连续墙 位移 孔隙水压力 |
| 文章编号： | 1004-9592（2007）05-0048-04 |
| 修稿时间： | 2007-02-06 |
The Monitoring of Project Car Dumper Shed of A Coal Terminal |
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| Shao Xu,Pei Chengyu.The Monitoring of Project Car Dumper Shed of A Coal Terminal[J].Port Engineering Technology,2007(5):48-51. |
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| Authors: | Shao Xu Pei Chengyu |
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| Institution: | 1. CCCC First Harbor consultants CO. ,LTD. , Tianjin 300222; 2.North China University of Water Conservancy And Electric Power, Zhengzhou 450011 ,China |
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| Abstract: | Diaphragm wall is completed in the underground depth by section construction,which can not observe quality character directly.If there exists some disadvantage,it is very difficult to repair.Based on the actual observation data of the retaining structure for the foundation pit,some useful conclusions are drawn through the analysis of the monitoring results including lateral displacement of diaphragm wall,horizontal displacement of the top of the wall,vertical settlement of the wall,pore water pressure,earth pressure and the internal force for diaphragm wall.These conclusions can be used for reference for the design,construction and monitoring of similar engineering. |
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| Keywords: | cylindrical foundation pit diaphragm wall displacement pore water pressure |
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