| 遮帘式板桩码头结构原位测试研究 |
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| 引用本文： | 郭继业,周宝江,范建兵.遮帘式板桩码头结构原位测试研究[J].港工技术,2012(1):47-50. |
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| 作者姓名： | 郭继业 周宝江 范建兵 |
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| 作者单位： | [1]国投曹妃甸港口有限公司,河北唐山063015 [2]中交第一航务工程勘察设计院有限公司,天津300222 |
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| 摘 要： | 通过对埋设在深水遮帘式板桩码头结构内的测试元件进行位移、内力等方面的原位观测,得到板桩码头前墙、遮帘桩和锚碇墙的变形、沉降、土压力、钢筋和混凝土应力等观测数据,研究码头结构变形和内力等相关参数的变化规律,为码头结构的优化设计和正常使用提供技术支持。
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| 关 键 词： | 遮帘式板桩结构 原位测试 位移 应力 |
In-situ Measuring Research on Covered Type Sheet Pile Wharf Structure |
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| Guo Jiyle,Zhou Baojiang,Fan Jianbing.In-situ Measuring Research on Covered Type Sheet Pile Wharf Structure[J].Port Engineering Technology,2012(1):47-50. |
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| Authors: | Guo Jiyle Zhou Baojiang Fan Jianbing |
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| Institution: | 1.SDIC Caofeidian Port Co., Ltd., Tangshan Hebei 063015, China;2.CCCC First Harbor Consultants Co., Ltd., Tianjin 300222, China) |
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| Abstract: | Through in-situ measurement of the displacement and internal force parameters for those elements embedded in deepwater covered type sheet pile wharf structure, the deformation, settlement, soil pressures, stresses of reinforcement and concrete are obtained for sheet pile wharf front wall, covered type piles and anehor wall. Variation laws are researched for the relevant parameters such as wharf structural deformation and internal forces, which will technically assure the optimized design and normal usage of wharf structure. |
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| Keywords: | covered type sheet pile wharf in-situ measurement displacement stress |
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