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作者建议了坝坡稳定计算方法,通过六个滑坡实例和模型试验证明他们的方法是准确可靠的。笔者提出下列意见,请指正。1.作者建议的方法有三个特点:第一是取滑动土体的土骨架来分析,而不是象通常那样取水和土的综合体来分析。其实这两种途径已证明能得到完全相同的结果,因此,这一特点并不是导致作者的方法比其它方法更符合实际情况的原因。第二个特点是隐含地考虑了条块之间的有效应力的作用,这比五十年前提出
The author proposes a method for the stability calculation of dam slopes, and the results of six landslide examples and models demonstrate that their methods are accurate and reliable. The author put forward the following comments, please correct me. 1. The method proposed by the author has three characteristics. The first is to use the soil skeleton of the sliding soil to analyze, rather than to analyze the combination of water and soil as usual. In fact, these two approaches have proved to yield exactly the same results. Therefore, this feature is not the reason why the author’s method is more realistic than other methods. The second feature is the implicit consideration of the role of effective stress between bars, which is more than fifty years ago