| 双排钻孔灌注桩坞墙结构设计 |
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| 引用本文： | 顾宽海,朱忠余,陆晶晶. 双排钻孔灌注桩坞墙结构设计[J]. 水运工程, 2013, 0(9): 138-142 |
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| 作者姓名： | 顾宽海 朱忠余 陆晶晶 |
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| 作者单位： | 中交第三航务工程勘察设计院有限公司，上海 200032；大连理工大学，辽宁 大连 116024;中交第三航务工程勘察设计院有限公司，上海 200032;中交第三航务工程勘察设计院有限公司，上海 200032 |
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| 摘 要： | 结合浙江某船厂船坞改扩建工程可利用岸线和空间极其有限、地质条件复杂、施工条件局限等特点，提出了一种双排钻孔灌注桩坞墙结构。在分析其作用机理和计算方法的基础上，给出了一种基于m法的数值模拟方法，并对该结构进行了详细的受力分析，为本工程提供了可靠的结构设计依据。
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| 关 键 词： | 双排钻孔灌注桩坞墙；船坞；m法 |
Structural design of double-wall bored pile dock wall |
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| GU Kuan-hai,ZHU Zhong-yu and LU Jing-jing. Structural design of double-wall bored pile dock wall[J]. Port & Waterway Engineering, 2013, 0(9): 138-142 |
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| Authors: | GU Kuan-hai ZHU Zhong-yu LU Jing-jing |
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| Affiliation: | CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China;Dalian University of Technology, Dalian 116024, China;CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China;CCCC Third Harbor Consultants Co., Ltd., Shanghai 200032, China |
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| Abstract: | Considering that the shipyard dock renovation and expansion project of Zhejiang is characterizedby extremely limited shoreline and space, complicated geologic conditions, confined construction conditions,we propose a dock wall structure, i.e. double-wall bored pile dock wall structure. Based on the analysis of themechanism and calculation methods, this paper gives a numerical simulation method and detailed stress analysis forthe new structure, which provides reference for similar projects. |
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| Keywords: | double-wall bored pile dock wall dock m method |
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