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1)  high retaining wall
高趾墙
1.
Design of high retaining wall in the right bank of concrete face rockfill dam for Gongboxia Hydropower Station;
公伯峡面板堆石坝右岸高趾墙设计
2.
The stress and deformation properties of the high retaining wall were also presented.
采用非线性有限元分析方法,对甘肃省龙首二级(西流水)水电站面板堆石坝的应力变形特性进行了分析,给出了坝体及面板在施工期和蓄水期的应力和位移分布,并分析了高趾墙的应力变形特性。
2)  gravity high-toe wall
高趾墙
1.
In the preliminary design stage,one scheme of Haidianxia Hydropower Station is that the concrete facing rockfill dam is parallelly arranged together with the concrete overflow gravity dam,in which a gravity high-toe wall with the height of nearly 50m is used,which is the highest one in China now.
根据初步设计布置方案,对海甸峡面板堆石坝及其高趾墙的工作性态进行三维有限元计算研究,详细分析了高趾墙的变形、应力等工作性态,论证了高趾墙设计方案的合理性。
2.
At the preliminary design stage, the concrete facing rockfill dam is parallelly arranged together with the concrete overflow gravity dam in one scheme of Haidianxia hydropower station, in which a gravity high-toe wall with the height of nearly 50m is used, which is the highest one in China now.
采用三维非线性动力有限元方法 ,对甘肃海甸峡水电站的面板堆石坝和高趾墙的动力反应特性进行计算研究 ,详细分析了高趾墙的动力应力变形规律 ,论证了该设计方案高趾墙布置的合理
3)  toe of wall
墙趾
4)  toe of retaining wall
挡土墙墙趾
5)  toe wall
坝趾齿墙
6)  toe wall
坝趾墙
补充资料:小趾次趾
小趾次趾 小趾次趾   人体部位名。即足第四趾。又称次小趾。《灵枢·经筋》:“足少阳之筋,起于小趾次趾,上结外踝。”
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