直立型石笼护岸结构应力变形及岸坡稳定性影响因素分析
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X171 TV861

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Influence factor analysis of stress deformation and slope stability on vertical ecological stone cage revetment structure
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    摘要:

    针对直立式石笼护岸结构,采用有限元数值模拟手段,考虑回填土压实度、石笼高度、基础延伸长度因素,对石笼挡土结构的应力变形及岸坡的稳定性进行敏感性分析.提高回填土的压实度,有利于减小石笼挡墙的变形,同时有利于提高岸坡整体的稳定性;石笼挡墙高度越低,其自身稳定性及岸坡稳定性越高;基础延伸长度有利于石笼挡墙的稳定性,在工程中对基础延伸长度适当控制即可.

    Abstract:

    In view of the vertical stone cage revetment structure,considering such factors as backfill compaction,cage height,foundation extension length,sensitivity analysis of stress deformation and slope stability is carried out on stone cage structure.When the backfill compaction is increased,the deformation of stone cage retaining wall is reduced and the slope stability is improved.The lower of the stone cage retaining wall height,the higher of its stability and slope stability.The extension length of foundation is beneficial to the stability of stone cage retaining wall.The extension length of foundation should be proper control in engineering.

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许长云.直立型石笼护岸结构应力变形及岸坡稳定性影响因素分析[J].江西水利科技,2018,(4):

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  • 在线发布日期: 2018-10-22
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