| 海底隧道开裂衬砌的渗漏量计算分析 |
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| 引用本文： | 荣耀,蔡晓鸿. 海底隧道开裂衬砌的渗漏量计算分析[J]. 南昌水专学报, 2006, 25(3): 7-10 |
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| 作者姓名： | 荣耀 蔡晓鸿 |
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| 作者单位： | 同济大学,地下建筑与工程系,上海,200092;同济大学,地下建筑与工程系,上海,200092 |
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| 摘 要： | 通过分析计算厦门海底隧道的外水压力,建立开裂衬砌的渗漏量计算模式,计算了不同断面的渗漏量,并与设计规范相比较,虽然海底隧道衬砌开裂后渗漏量与众多因素有关,在实际计算时参数不同而导致裂缝渗漏量计算可能存在较大误差,但计算结果仍可为设计提供参考.
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| 关 键 词： | 隧道衬砌 裂缝 渗漏量 外水压力 |
| 文章编号： | 1006-4869(2006)03-0007-04 |
| 修稿时间： | 2006-05-10 |
Leakage Computution of the Subsea Tunnel Crack Lining |
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| RONG Yao,CAI Xiao-hong. Leakage Computution of the Subsea Tunnel Crack Lining[J]. Journal of Nanchang College of Water Conservancy and Hydroelectric Power, 2006, 25(3): 7-10 |
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| Authors: | RONG Yao CAI Xiao-hong |
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| Abstract: | The external water pressure of Xiamen Subsea Tunnel is analysed,and a leakage computation schema of crack lining is advised in this paper.Several section leakages are calculated.A although the leakage are associated with many factors,the results can provide a reference to the design. |
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| Keywords: | tunnel lining crack leakage external water pressure |
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