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此文原载广东省水利电力局勘测设计院技术情报组编印的《水利电力情报》1975年第10期。我们认为对水工设计人员研究分析大坝抗滑稳定问题是有启发帮助的,特予转载。我们转载时在文字上略有修改。
This article was originally contained in the Guangdong Provincial Bureau of Water Conservancy and Electric Power Survey and Design Institute Technical Intelligence Group compiled “Water Power Information” 1975 the tenth period. We think it is instructive and helpful for hydraulic designers to study and analyze the anti-sliding stability of dams. We reprint a slight change in the text.