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STUDY ON THE EXPERIMENT OF STABILITY OF UNARMORED FLAT GEOTUBE DIKE UNDER WAVE ACTION

机译:波浪动作下揭露平地堤坝稳定性实验研究

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To study the stability of unarmored flat geotube dike subject to wave action, large scale model test has been performed. In the test, the archetypal geotube dikes with top width of 5.25 m, heights of 4.2 m, 6.3 m, 8.4 m, and slope ratios of 1.25, 1.5, 2.0, 2.5 were employed. The results of the test demonstrated that the stability of flat geotube dike under wave action decreases with the flatter wave increasing, while it decreases in the beginning and then increases with the slope ratio increasing. Empirical formula of safety factor was founded and compared by the results of critical wave heights obtained in the test.
机译:为研究未武装扁平地坪堤防受波动动作的稳定性,已经进行了大规模的模型测试。在测试中,采用顶部宽度为5.25μm,高度为4.2米,6.3米,8.4米和坡度比为1.25,1.5,2.0,2.5的初探。该试验结果表明,在波动下的扁平土地管堤防频率的稳定性随着较大波的增加而减小,而在开始时减小,然后随着斜率比增加而增加。安全系数的经验公式成立,并通过测试中获得的临界波高度的结果进行比较。

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