碾压式土石坝设计规范
碾压式土石坝设计规范-
基于156个样本的统计分析结果，对碾压式土石坝设计规范（SL274-2001，8.3.3）规定的许可安全系数进行了修正，建议使用非线性强度进行坝坡稳定计算时，许可安全系数可提高8%。
Based on statistical result of 156 specimens , allowable safety factor in Rockfill Dam Design Criterion ( SL274-2001 ) based on linear rule should be properly increased . This paper suggested it is increased by 8 % as non-linear strength used .
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《碾压式土石坝设计规范》规定，“对高、中坝不应采用布置在软基上的坝下埋管形式”。
According to design code for rolled earth-rock dams , embedded pipes in soft foundation are not suitable for high or middle-sized dams .