dam toe 坝脚 ; 坝趾
hydroelectric station at dam-toe 坝后式水电站
power station at dam toe 坝后式水电站
dam toe area 坝趾区
dam toe slab 坝中趾板
Factory building at dam toe 坝后式厂房
toe of dam 坝趾 ; 坝址 ; 坝脚
upstream toe of dam 上游坝趾
For high arch dams, the key problems include monolithic stability evaluation, cracking evaluation of dam-heel, reinforcement design of dam-toe and faults of dam foundation, and the value of mechanics parameter of rock mass.
高拱坝结构整体稳定性评价、高拱坝坝踵开裂稳定评价、高拱坝坝趾加固设计、高拱坝基础断层的加固处理及岩体力学参数取值问题为高拱坝设计中的关键问题。
参考来源 - 变形加固理论及其在高拱坝工程中的应用·2,447,543篇论文数据，部分数据来源于NoteExpress
The results show that localization will firstly occur at dam heel and dam toe, but the final failure mode depends on the dam shape.
结果表明拱坝的局部化最先出现在下游坝踵和上游坝趾，但其最终破坏形态与坝体型有关。
The singularity of hydraulic gradient, which is always found in the calculation of seepage at the toe of dam, is not accord with the reality and makes the trouble in judging the safety of the dam.
根据现行计算方法，堤坝下游坡脚处渗流水力坡降具有奇异性，这给工程设计中判别渗透安全性带来困难，同时与实际情况也不符合。
High arch dam toe area is the focus of reinforcement design.
高拱坝坝趾区域是加固设计的重点关注区域。
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