| 长洲水利枢纽三线四线船闸弃土场高边坡防护设计 |
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| 引用本文： | 蒙覃军.长洲水利枢纽三线四线船闸弃土场高边坡防护设计[J].红水河,2014(6):17-20. |
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| 作者姓名： | 蒙覃军 |
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| 作者单位： | 广西电力工业勘察设计研究院,广西 南宁,530023 |
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| 摘 要： | 长洲水利枢纽三线四线船闸位于浔江右岸，布置在已建1号、2号船闸的右侧，工程开挖量大，弃土后形成的弃土场边坡较高，最高达到80m。文章重点介绍对弃土场所进行的安全防护设计，并对边坡进行稳定分析。
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| 关 键 词： | 船闸 弃土场 高边坡 长洲水利枢纽 |
High Slope Protection Design of Spoil Ground for the Third and Fourth Ship Locks of Changzhou Hydro-complex |
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| MENG Qin-jun.High Slope Protection Design of Spoil Ground for the Third and Fourth Ship Locks of Changzhou Hydro-complex[J].Hongshui River,2014(6):17-20. |
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| Authors: | MENG Qin-jun |
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| Affiliation: | MENG Qin-jun(Guangxi Electric Power Industry Investigation Design and Research Institute, Nanning, Guangxi, 530023) |
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| Abstract: | The third and fourth ship locks of Changzhou hydro-complex are located on the right bank of Xunjiang River and on the right side of the built first and second ship locks as well. An 80m high slope is formed on the spoil ground due to large volume of excavation. The paper analyzes the slope stability and puts an emphasis on the slope protection design for the spoil ground. |
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| Keywords: | ship lock spoil ground high slope Changzhou hydro-complex |
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