基于智能优化算法的深大基坑施工反分析
Back analysis of construction of large deep excavations using intelligent optimization algorithm
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摘要: 引入人工智能技术,提出了一种基于神经网络的Nelder-Mead改进加速算法,建立了基于监测结果的深大基坑动态施工反馈分析方法。以93383 m2超大基坑工程为案例,进行了三维有限元参数反演分析,预测了基坑后续开挖围护结构水平位移、支撑轴力、管沟位移。结果表明:与Nelder-Mead算法比较,采用所建立的方法的收敛速度快,迭代次数减少了最大达86.9%;预测结果与实测结果吻合较好。Abstract: By introducing the artificial intelligence technology, on improved Nelder-Mead acceleration algorithm based on the neural network is proposed to obtain better optimization results. A back analysis method for construction of large deep excavations using field observations is established. 3D numerical simulation analyses using the intelligent optimization technique are performed to forecast the horizontal deformation of the wall, axial force of the supports and displacement of the adjacent energy supply pipelines at later stages based on the background of excavation with an area of 93383. The results show that the convergence of the calculation is faster using the proposed method, and the number of iterations decreases by up to 86.9% compared with that of the Nelder-Mead algorithm. The predicted results are in good agreement with the monitoring data.