土钉支护结构优化设计方法
Optimum design method of soil nailing structure
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摘要: 基于极限平衡法建立了以工程造价为目标的土钉支护结构优化设计模型,采用改进复形法求解,并通过优化后分析进一步揭示了模型参数变化对优化问题的影响。该方法已编制成计算机设计软件,实际工程应用证明是成功的。Abstract: The optimum design model of soil nailing structure was developed based on the limit equilibrium method for optimum construction cost.The solution was found with the improved complex method.The analysis after optimization further illustrated the effect of variation of model parameters on the best solution.The method was developed into design software and it was proven in practical application.