| 1. | Cfrd monitoring and its behavior analysis
混凝土面板堆石坝监测及性态分析 |
| 2. | Research works of iwhr on numerical analysis of cfrd : review and prospect
的面板堆石坝数值分析研究的回顾与展望 |
| 3. | Concrete face rockfill dam ( cfrd ) is a new type of dam with very developing future
混凝土面板堆石坝是极有发展前途的一种新坝型。 |
| 4. | 3d fem analysis on stress amp; amp; deformation of cfrd of guanyinyan hydropower station
观音岩水电站面板堆石坝三维有限元应力变形分析 |
| 5. | With the model , the seepage change law of cfrd under this extreme condition is also studied through an illustration
通过实例分析，还获得了在面板发生极端破坏情况下而板堆石坝的渗流变化规律。 |
| 6. | The stress - strain characteristic of two typical cfrd built on deep alluvium foundation is analyzed by using numerical method
摘要对于深覆盖层上的面板堆石坝，采用将趾板直接置于覆盖层地基上的垂直防渗方式是一种较为合适的设计方案。 |
| 7. | In application process , people accumulated an abundant of damming experiences . but at cold regions , the different environments make cfrd that has its characteristics
但在高寒地区，由于外部环境的差异，使得面板坝的设计和施工有其独到之处。 |
| 8. | In the conventional stress - strain analysis of finite element method ( fem ) , the boundary of concrete - faced rockfill dam ( cfrd ) is treated as complete constraint . so it can not calculate the deformation of the peripheral joint
以往面板堆石坝有限元应力应变分析中的堆石体边界按照全约束处理，计算出面板的周边缝变形很小。 |
| 9. | The application of the proposed method to predict the post deformation of a cfrd with height of 234m using power function creep constitutive model with nine parameters shows that the result is reasonable and credible
最后采用反演后的参数对该堆石坝后期变形进行了考虑流变效应的流变计算，预测出该堆石坝的后期变形量，预测结果合理可信。 |
| 10. | The optimal mixing proportion of concrete , which is convenient for construction and satisfies the design requirement , is determined for the project of shuibuya cfrd by adjustment and calculation of the amount of raw materials
摘要在对水布垭面板堆石坝中的边墙混凝土配合比进行反复调整并验算原材料掺合量的基础上，确定了既方便施工又满足设计要求的最佳混凝土配合比。 |
