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本文采用工程实例．通过普通条分法（瑞典法）及美国海军部建议的基于主动土压力和被动土压力概念来对岸坡及场地的稳定性进行分析。分析的结果与离心模型试验所得出的结论基本一致。
This article uses engineering examples. The stability of bank and site is analyzed by the common bar method (Swedish law) and the US Department of Admiralty’s concept of active earth pressure and passive earth pressure. The results of the analysis are basically the same as those obtained from the centrifuge model test.