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ANALYSIS OF SEEPAGE-INDUCED FAILURE OF CAISSON TYPE COMPOSITE BREAKWATER UNDER TSUNAMI CONDITION

机译:海啸条件下沉箱型复合防渗堤渗水破坏分析

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March 1lth,2011,the 9.0M earthquake induced Tsunami attacked the northeast coast area in Japan.A great amount of breakwaters have been damaged seriously in this disaster,including the world deepest breakwater-Kamaishi breakwater.According to a GPS (Global Positioning System) wave height record,long time duration of high hydraulic head difference between the seaside and harbor side of breakwater was observed in Kamaishi bay.It can be presumed that the instability of caisson type composite breakwater was attributed to the seepage flow which was generated by gradually raised hydraulic head difference in the rabble mound undemeath caisson from sea side towards harbor side.This phenomenon is different from the wind wave induced instability problem on caisson type composite breakwaters.By this motivation,in order to find out the instability mechanism of caisson type composite breakwaters against Tsunami,both theoretical analysis and laboratory experiment have been represented in this paper.By illustrating flownets and calculating seepage force inside the rubble mound,a definition on factor of safety-a new parameter "α" is embedded.Parameter studies were carried out to discuss the relationship between the hydraulic head difference and the factor of safety.A scale of 1/100 model was established in laboratory.Pore water pressure inside rubble mound under steady flow and several hydraulic head differences were observed and piping phenomenon was reproduced.By comparing the results of laboratory experiment and theoretical method,It was found that the parameter "α" reflects the development of seepage force affecting on stability of rubble mound,and it indicates the unstable area along the rubble mound crest.This method can be applied for preventing the rubble mound failure under Tsunami conditions.It can be said that it is necessary to take the seepage flow into account when making a design of the caisson type composite breakwater against Tsunami.
机译:2011年3月1日,9.0M地震引发的海啸袭击了日本东北沿海地区。在这场灾难中,包括世界上最深的防波堤-Kamaishi防波堤在内,大量的防波堤遭到了严重破坏。根据GPS(全球定位系统)浪高记录表明,在釜石湾观察到了防波堤的海边和港口侧高水头高差的持续时间。可以推测,沉箱式复合防波堤的不稳定性是由于逐渐升高而产生的渗流引起的。从海上到港口一侧的土墩沉没沉箱中水力压头差。这种现象不同于沉箱式复合防波堤的风浪引起的失稳问题。以此动机为基础,找出沉箱式复合防波堤的失稳机理。针对海啸,本文代表了理论分析和实验室实验。 y通过图示流网并计算瓦砾堆内部的渗流力,定义了安全系数-一个新参数“α”。进行了参数研究,讨论了水头差与安全系数之间的关系。在实验室建立了1/100模型。在稳定流动下,瓦砾堆内部的孔隙水压力和观察到的几个水头差,并再现了管道现象。通过比较实验室实验的结果和理论方法,发现参数“ “α”反映了影响瓦砾堆稳定性的渗透力的发展,表明瓦砾堆顶沿不稳定区域。该方法可用于预防海啸条件下瓦砾堆的破坏。可以说这是必要的设计针对海啸的沉箱式复合防波堤时要考虑渗流。

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