Researches on Interlayer Shearing Resistance of RCC in Guangzhao Hydropower Station
The height of RCC gravity dam of Guangzhao hydropower station is 200. 5m. The key points to evaluate the stability of dam are noumenal and interlayer shearing resistant performance of RCC. Experimental researches of interlayer shearing resistance parameter of RCC in different conditions have been implemented on site roller compacted experiment block. The shearing resistance figures of the dam are presented, which lays a foundation of stability analysis of the dam.
Guangzhao Hydropower Station RCC interlayer shearing resistance stability analysis
Ao Dahua Zeng Zhengbin Chen Jiafu
Guiyang Hydropower Investigation Design & Research Institute, CHECC, Guiyang 550002, China
国际会议
第五届碾压混凝土坝国际研讨会(The Fifth International Symposium on Roller Compacted Concrete(RCC))
贵阳
英文
429-431
2007-11-02（万方平台首次上网日期，不代表论文的发表时间）