In the paper, the randomness in the constitution of the sliding mass, in the from of sliding and in the shear strength of the sliding surface is considered, the anti-slide reliability of one arch dam is analyzed, and satisfying results are obtained.
In the paper, the randomness in the constitution of the sliding mass, in the from of sliding and in the shear strength of the sliding surface is considered, the anti-slide reliability of one arch dam is analyzed, and satisfying results are obtained.
文章在考虑滑移体的构成、滑动面抗剪断强度参数等的随机性的基础上，使用可靠度理论，对拱垻垻肩抗稳定可靠度进行分析；以某拟拱垻为算例，计算结果是比较理想的。