摘要
对带铰钢筋混凝土地下连续墙计算方法进行了探讨,并比较了带铰与不带铰钢筋混凝土地下连续墙受力状态的差异。在岭澳核电站中隔堤工程中,采用带铰钢筋混凝土地下连续墙作为防渗墙,并用弹性地基梁法进行了计算,取得较满意的结果。
The algorithm of reinforced concrete diaphragm wall (RCDW) with joint is discussed,and the difference of stress state between RCDW with and without joint is compared.The RCDW with joint is applied to the separation dike of Lingao Nuclear Power Station as impervious wall,and the application result is satisfying by using the algorithm of elastic foundation beam.
出处
《广东电力》
2003年第3期58-60,87,共4页
Guangdong Electric Power
