地下工程的开挖稳定和加固分析是岩土工程中的难题之一。
The traditional method which focuses on displacement, stress and yield zone has some difficulties in stability and reinforcement analysis during excavation in underground engineering.
屈服线理论能量法用于无梁板加固分析的“抗力单元”理论、该理论应用于加固分析的可行性。
The energy law of yield line theory was applied to the theory of "resistance unit" of flat slab strengthening analysis.
最后,通过对一座实桥加固效果的评估分析说明该种方法的有效性。
In the end, the effectiveness of this method is demonstrated through assessment analysis of an existing bridge.
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