论文部分内容阅读
本文是根据著者们(拉姆理和包洛斯1963)以前所写的材料,作成核算土坝坝坡稳定的简捷方法。主要内容是把按瑞典园弧法计算结果归纳在二个总图表形式中,倘若有关士壤的各数据和孔隙压力都是已知,则任何斜坡的最低安全系数是很容易取得的。推导这些图表的方法也在此加以论述。
This article is based on the material previously written by the authors (Ramsey and Buluosi 1963) and is a quick and easy way of accounting for the stability of the earth dam slope. The main idea is to summarize the results from the Swedish Park arc method in two general chart formats. The minimum safety factor for any slope is readily available if the data and pore pressures for the soil are known. The way to derive these charts is also discussed here.