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本文结合四川沙牌ＲＣＣ拱坝坝肩稳定三维地质力学模型试验，着重分析了由综合法与超载法所得试验成果的异同点及其成果的适用性，探讨了由两种试验方法求得的安全系数间的相互关系，提出了采用何种试验结果作为确定工程加固处理范围的依据等结论
Combining with the three-dimensional geomechanical model test of the abutment of Shapai RCC arch dam of Sichuan Province, this paper focuses on the similarities and differences between the test results obtained by the comprehensive method and the overload method and the applicability of the results, and discusses the safety obtained by the two test methods Coefficient of the relationship between the proposed proposed test results as the basis for determining the scope of engineering reinforcement treatment and other conclusions