The mechanism of pier cracking in concrete dam due to alternative variation of atmospheric temperature is studied.
研究了混凝土大坝闸墩由于气温的交替变化引起开裂的力学机理。
The application of carbon fiber textile is explained by an engineering example that the cracked concrete side pier of a spillway dam is strengthened with this material.
以某水库溢流坝边墩局部开裂的补强加固为例，介绍了采用条状的碳纤维布增强闸边墩混凝土的新技术。
The unusual shape broad tail pier is adopted in Baishi reservoir overflow dam.
白石水库溢流坝采用异型宽尾墩挑流消能方式。
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