Stability of minor armor blocks for rubble mound breakwaterⅡ
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    Abstract:

    The stability of minor armor blocks are studied further based on two types of model tests.The minor armor blocks are positioned on the slope 1.5 times H13% under the MWL in test 1,and on the berm 1.5 times H13% under the MWL in test 2,with Hd=0.11~0.14 and Hd=0.09~0.11 respectively.It is found that the stability of armor blocks on the slope is better than that on the berm.Following conclusions are drawn from the tests:1)The stable weight of minor armor blocks on the slope 1.5 times H13% under the MWL is 13 of that of main armor blocks; 2) The stable weight of minor armor blocks on the berm 1.5 times H13% under the MWL is 0.9 of that of main armor blocks.

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李贺青,柳玉良,夏运强.斜坡堤次护面块体的稳定性研究Ⅱ[J].水运工程,2014,(5):18-20

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  • Online: May 16,2014
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