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本文总结了地质力学模型试验、有限元法和拱梁分载法研究砌石双曲拱坝坝体应力的成果,并通过三种方法研究成果的比较,揭示出双曲拱坝坝体应力和变位的基本变化规律。以供实际工程参考。
This paper summarizes the results of geomechanical model test, finite element method and arch beam-beam loading method to study the dam body stress of masonry double-arch dam, and compares the results of the three methods to reveal the dam stress of the double- The basic rules of change. For practical project reference.