This paper introduces 3D stability limit analysis model for soil-nailed wall based on the upper bound theory.
本文介绍了应用上限理论建立的土钉墙稳定性评估的三维极限分析模型。
By using the idea of nonlinear programming, the lower bound limit analysis model of mathematical programming for wedge stability is established.
建立了下限法数学规划模型，并通过非线性规划获得楔体稳定严格的下限解。
By using the idea of nonlinear programming, the lower bound limit analysis model of mathematical programming for slope stability was established.
建立了边坡稳定的下限法数学规划模型，并通过非线性规划方法寻求问题的下限解。
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