摘要
研究了碾压混凝土筑坝材料变形的横观各向同性性质，提出了根据材料试验结果研究确定横观各向同性材料弹性常数的方法，并分析了这一性质对于重力坝坝体应力分布的影响。
The transverse isotropy of RCC is studied in this paper.A method of determining the elastic constant of the material of transverse isotropy based on the results of material testing is proposed.The impact of the transverse isotropy of RCC on stress distribution of gravity dam is also analyzed.
出处
《红水河》
1999年第2期12-18,共7页
Hongshui River
关键词
碾压混凝土
变形
重力坝
应力分析
水电站
RCC,deformation,gravity dam,stress analysis,Longtan hydropower station
