Abstract
Introduction: The increase in population and traffic in metropolitan areas has led to the development of underground transportation spaces. Therefore, the estimation of the surface settlement caused by the construction of underground structures should be accurately considered. Several methods have been developed to predict tunneling-induced surface settlement. Among these methods, artificial intelligence-based methods have received much attention in recent years. This paper is aimed to develop a model based on Gene Expression Programming (GEP) algorithm to predict surface settlement induced by mechanized tunneling. Methods: For this purpose, Tehran Metro Line 6 was simulated numerically to investigate the effects of different parameters on the surface settlement, and 85 datasets were prepared from numerical simulations. Subsequently, several GEP models were implemented using the obtained datasets from numerical simulations and finally, a model with 30 chromosomes and 3 genes was selected as the optimum model. Results: A comparison was made between obtained maximum surface settlements by the proposed GEP model and numerical simulation. The results demonstrated that the proposed model could predict surface settlement induced by mechanized tunneling with a high degree of accuracy. Conclusion: Finally, a mathematical equation was derived from the proposed GEP model, which can be easily used for surface settlement prediction.
Highlights
The increase in population and traffic in metropolitan areas has led to the development of underground transportation spaces
The results demonstrated that the proposed model could predict surface settlement induced by mechanized tunneling with a high degree of accuracy
Conclusion: a mathematical equation was derived from the proposed Gene Expression Programming (GEP) model, which can be used for surface settlement prediction
Summary
The increase in population and traffic in metropolitan areas has led to the development of underground transportation spaces. Several methods have been developed to predict tunneling-induced surface settlement. Among these methods, artificial intelligence-based methods have received much attention in recent years. This paper is aimed to develop a model based on Gene Expression Programming (GEP) algorithm to predict surface settlement induced by mechanized tunneling. The shield-driven method is extensively used in urban areas with the aim of reducing ground movements induced by tunnel excavation and as well as increasing tunneling advance rate. (1) shows the contribution of the influential parameters on tunneling-induced surface settlements. According to this figure, the contribution of deformations in the tunnel face is between 25 and 30 percent [3]
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