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TRANSITION STRUCTURES IN GRASS COVERED SLOPES OF PRIMARY FLOOD DEFENCES TESTED WITH THE WAVE IMPACT GENERATOR

机译:用波浪冲击发生器测试的初级洪水防御草坪上的过渡结构

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The stability of grass covered slopes on primary flood defences under wave attack is an important aspect with respect to the strength of the entire dike. In a grass slope many transitions to objects (poles, stairs, fences, buildings et cetera) or other revetments (concrete, asphalt, placed block revetment) can be present. This can potentially lead to a lower strength or a higher local load leading to a lower stability of the grass cover and therefore a lower stability of the entire dike. To study the influence of transitions to the strength of a grass slope under wave impact loading, physical model tests were carried out with the wave impact generator. This is a special designed machine that can simulate wave impacts to a certain extend and that can be placed on a real existing dike. The wave impact generator was used on fourteen test sections. Five test sections (reference tests) are on grass slopes without transitions and are with different grass and clay quality. Nine tests were performed on transition structures and objects in the grass slope. Impressions of damage to the grass slope after testing are given and are compared with the reference tests. It was concluded that for several tests the stability of the grass slope was significantly lower when a transition was applied. This implies that transition structures and objects are in some cases normative for the strength of grass slopes.
机译:波浪攻击下初级洪水防御的草覆盖坡的稳定性是关于整个堤防强度的重要方面。在草叶上,可以存在许多过渡对象(杆,楼梯,围栏,建筑物等,等等)或其他修道院(混凝土,沥青,放置的块形护套)。这可能导致较低的强度或更高的局部载荷,导致草盖的稳定性较低,因此较低的整个堤坝的稳定性较低。为研究波浪冲击载荷下过渡到草坡强度的影响,用波冲击发生器进行物理模型试验。这是一款特殊设计的机器,可以模拟波浪冲击到一定的延伸,可以放在真正现有的堤坝上。波冲击发生器用于14个测试部分。五个测试部分(参考测试)在没有过渡的草坡上,并且具有不同的草和粘土质量。在草坡中的过渡结构和物体上进行九次测试。给出了测试后草坡损坏的印象,并与参考测试进行了比较。结论是,对于几次测试,当施加过渡时,草坡的稳定性显着降低。这意味着转变结构和物体在某些情况下是草坡的强度规范。

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