| 和平港新桥码头堤防塌方险段加固方案优化 |
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| 引用本文： | 白炳书,林杰,包国荣.和平港新桥码头堤防塌方险段加固方案优化[J].浙江水利水电专科学校学报,2011,23(1):26-28. |
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| 作者姓名： | 白炳书 林杰 包国荣 |
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| 作者单位： | 浙江省长兴县水利水电勘测设计所,浙江长兴,313100 |
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| 摘 要： | 堤防塌方险段加固处理方案很多,但要因地制宜,不同的地段、不同外界条件,采用相应的加固方案,当有船行波影响,且施工条件受限时,采用木群桩和混凝土底板复合基础加浆砌石斜墙方案能有效解决塌方险段的修复问题.
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| 关 键 词： | 堤防塌方 加固修复 方案选择 |
Optimization of Levee Collapse Reinforcing Scheme in Xinqiao Dock |
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| BAI Bing-shu,LIN Jie,BAO Guo-rong.Optimization of Levee Collapse Reinforcing Scheme in Xinqiao Dock[J].Journal of Zhejiang Water Conservancy and Hydropower College,2011,23(1):26-28. |
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| Authors: | BAI Bing-shu LIN Jie BAO Guo-rong |
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| Affiliation: | (Changxing Survey and Design Institute of Water Conservancy and Hydropower,Changxing 310002,China) |
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| Abstract: | There are lots of measures to reinforce the dangerous embankment from landslides,but the corresponding reinforcement scheme should be selected according to the specific local conditions,such as different areas and different external conditions.When it is affected by ship waves and the constructing condition is limited,the scheme of wooden pile groups and concrete slab compound foundation with grouted masonry sloping core could be adopted to stop landslide and collapse. |
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| Keywords: | levee collapse reinforce and repair scheme selection |
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