| 堆石防波堤护面砌石稳定性研究 |
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| 引用本文： | 习和忠,潘建楠.堆石防波堤护面砌石稳定性研究[J].河海大学学报(自然科学版),1989(3). |
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| 作者姓名： | 习和忠 潘建楠 |
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| 作者单位： | 天津大学 |
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| 摘 要： | 本文根据斜坡堤块石受力条件,研究了堆石防波堤砌石护面的稳定性;给出了波坦、相对水深对块石护面厚度影响的理论依据;在分析比较三种公式的基础上,建立了砌石护面厚度的计算公式.该式形式简单,使用方便.七例计算结果与现有试验资料较吻合,可供实际工程参考使用.
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| 关 键 词： | 波浪作用力 堆石防波堤 块石稳定性 |
Stability of Placed Stone Facing of Rock-Fill Breakwater |
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| Xi Hezhong Pan Jiannan.Stability of Placed Stone Facing of Rock-Fill Breakwater[J].Journal of Hohai University (Natural Sciences ),1989(3). |
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| Authors: | Xi Hezhong Pan Jiannan |
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| Institution: | Xi Hezhong Pan Jiannan |
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| Abstract: | This paper analyses the forces on the rock in the slope of the breakwa -ter and derives the calculation formula of the thickness of the placed stone facing through theoretical analysis and comparison of the important factors of specialists empirical formulae.This formula is simple in form and convenient to use.The results of calculation of seven examples with this formula are in good agreement with experimental data. |
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| Keywords: | wave force rock-fill breakwater stability of the piling up rock |
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