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An approximate ANN-based solution for convergence of lined circular tunnels in elasto-plastic rock masses with anisotropic stresses

机译:各向异性应力弹塑性岩体衬砌圆形隧道收敛的基于ANN的近似解

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摘要

An approximate solution is presented for predicting the convergence of lined circular tunnels in elasto-plastic rock masses with anisotropic in situ stresses. The basic idea which led to derivation of the solution is function approximation using Artificial Neural Networks (ANNs). A suitable data base including 2500 convergence values is prepared by innovative combination of Design of Experiments technique and Finite Difference Method. Then, an ANN with optimum architecture and appropriate training algorithm is used to learn the underlying phenomena involved in the problem from the data. The explicit form of the solution for calculation of convergence is elicited from the trained ANN. Subsequently, the ANN-based solution is validated against analytical and numerical solutions. Finally, the limitations associated with the solution are discussed.
机译:提出了一种近似解,用于预测具有各向异性原位应力的弹塑性岩体中衬砌圆形隧道的收敛性。导致解决方案推导的基本思想是使用人工神经网络(ANN)进行函数逼近。通过实验设计技术和有限差分法的创新结合,可以制备出一个包含2500个收敛值的合适数据库。然后,使用具有最佳架构和适当训练算法的人工神经网络从数据中学习问题中涉及的潜在现象。从受过训练的人工神经网络得出用于收敛性计算的解决方案的显式形式。随后,针对分析和数值解决方案验证了基于ANN的解决方案。最后,讨论了与解决方案相关的限制。

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