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砂肋软体排目前已是一种被广泛应用的围堤护底形式,但在风浪、水流比较急的施工环境,此种工艺实施相对困难。本文在传统砂肋软体排施工方法的基础上,结合实际工况条件,对排体选型通过一定的理论计算,对其排首排尾加密区的宽度及加筋带的选择做了进一步加强,并且根据具体工程的实际对砂肋软体排的选型及铺放控制进施工进行了探讨。
At present, the sand-ribbed soft-body row has been widely used as a form of embankment and underbody protection, but it is relatively difficult to implement such a construction environment in stormy and water-prone construction environments. Based on the construction method of traditional sand-laying soft-body row and combining with the actual working conditions, the selection of row-type body is further strengthened by some theoretical calculations and the width of the first row of the tail-end encryption zone and the choice of stiffened zone , And according to the actual project of the sand-row software row selection and placement control into the construction were discussed.