1974年年底当长江水位连续下降时,枝城新港区综合码头上游河岸发生了一次滑坡。滑坡发生后,采取了以盲沟截水和抛石压脚为主的治理措施,取得了较好的效果。 枝城港第一期工程为两个泊位:煤码头及综合码头(见图1)。综合码头的结构形式是平面为Ⅱ形的直立式码头。码头两边有 When the Yangtze River water level dropped continuously at the end of 1974, a landslide occurred along the upstream bank of Zhicheng New Port General Dock. After the landslide took place, it adopted the control measures mainly of ditch ditching and stone throwing, and achieved good results. The first phase of the Zhicheng Port project is two berths: the coal terminal and the integrated terminal (see Figure 1). The structure of the integrated wharf is an upright wharf of plane type II. Pier on both sides