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坝脚的英文

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"坝脚"怎么读用"坝脚"造句

英文翻译手机手机版

  • base of dam
  • dam toe
  • toe of dam

例句与用法

  • The cutoff wall near the dam axis , the consolidation grouting and the curtain grouting for the foundation , and the high pressure jet - grouted cutoff wall at the toe of the dam form a vertical anti - seepage system for the dam foundation
    大坝轴线附近的防渗墙、基岩固结和帷幕灌浆,以及上游坝脚处的高压摆喷防渗墙,在坝基构成了垂直防渗体系。
  • The formation of the scoured pits is related with such factors as the unstable flow velocity and the unstable flow state caused by the circumfluence in the cross direction , the upstream circumfluence and the circle flow around the embankment
    冲刷坑的形成与横向环流、上游回流和绕流丁坝造成流速及流态不均匀等因素有关;根石走失与根石在水中的稳定性和河床性质及坝脚附近冲坑有关。
  • A brief introduction is given to the treatment of the zeya dam foundation , principles of seepage control and design of the concrete face rockfill dam of the zeya reservoir . as for the excavation of the sand - gravel zones , except the toe slab and its 1 / 9 bottom width down stream , the alluvial layers are excavated to the micro - weathered rocks , while the other sections remain unexcavated . regarding to the treatment of the fracture zones , concrete filling is used for the toe slabs and semi - permeable materials are used for other section . according to the construction characteristics , a filter is placed in the down stream embankment foot . to improve the integrity of the dam foundation and anti - seepage capability consolidation grouting and curtain grouting are adopted . as a result safety , economic benefit , convenience in construction and good performace are achieved
    简要论述泽雅水库面板堆石坝坝基处理和防渗的原则及设计要点.趾板基础和堆石体各区砂砾石基础开挖,除趾板与其下游1 / 9底宽范围以及坝脚挖除冲积层至弱风化(局部微风化)基岩外,其余部分均予以保留.断层破碎带处理,趾板部位采用混凝土塞,其它部位采用半透水料置换,并根据本工程特点在下游坝脚加设了反滤层.为提高坝基的整体性和防渗性能,对趾板进行了固结和帷幕灌浆.达到了安全、经济、便于施工的目的,运行情况良好,可为面板堆石坝的设计和研究提供参考与借鉴
  • The computation results indicate that when the earth - rock dam with the straight clay core on thick moraine cover foundation is designed , the design criterion for the earth - rock dam with straight clay core directly built on the bed - rock can be adopted for the design criterion of dynamic stability of dam itself , but the dam feet and the dam clay core feet should be reinforced for static stability
    计算结果表明,设计深厚覆盖层上直心墙土石坝时,大坝自身的动力稳定设计标准可直接采用建设在基岩上的直心墙土石坝的设计标准,而静力稳定问题应加强大坝坝脚以及心墙两个底角部的防护。
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