| 不同渗透性的港口岸坡虹吸排水技术实验研究 |
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| 引用本文： | 姚爱军,杨宇友,赵艳,周智,秦汉坤.不同渗透性的港口岸坡虹吸排水技术实验研究[J].佳木斯大学学报,2006,24(1):130-132. |
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| 作者姓名： | 姚爱军 杨宇友 赵艳 周智 秦汉坤 |
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| 作者单位： | 北京工业大学建筑工程学院 北京100022 |
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| 摘 要： | 港口水位波动或岸坡地下水力学作用将是港口岸坡变形破坏的诱发因素,在一定条件下,对岸坡的稳定起决定作用.本文重点研究岸坡地下水位与港口水位同步降落的排水降压控制技术,以期在港口水位升降过程中,保障港口岸坡的稳定性.
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| 关 键 词： | 渗透性 港口岸坡 虹吸排水 实验 |
| 文章编号： | 1008-1402（2006）01-0130-03 |
| 收稿时间： | 2005-10-10 |
| 修稿时间： | 2005年10月10 |
The Experimental Study of Siphon Drainage Technology on the Harbor Slope Bank with Different Permeability |
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| YAO Ai-jun,YANG Yu-you,ZHAO Yan,ZHOU Zhi,QIN Han-kun.The Experimental Study of Siphon Drainage Technology on the Harbor Slope Bank with Different Permeability[J].Journal of Jiamusi University(Natural Science Edition),2006,24(1):130-132. |
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| Authors: | YAO Ai-jun YANG Yu-you ZHAO Yan ZHOU Zhi QIN Han-kun |
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| Institution: | College of Architecture Engineering,Beijing University of Technology,Beijing 100022,China |
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| Abstract: | The water level undulation or the bank slope underground hydraulics effect of a harbor will be the inducing factor of the harbor bank slope's distortion and destruction,and under certain conditions,they may the decisive factor to the bank slope's stability.This article mainly studied the control technique of drainage and depressurizing to maintain the underground water level and the harbor water level falling synchronously in order to ensure the bank slope's stability during the variation of the harbor water level. |
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| Keywords: | permeability harbor bank slope siphon drainage experiment |
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