Abstract

Wet-mix shotcrete has been widely used to support roadways during the excavation of underground mining. In practice, the mix proportion of wet-mix shotcrete plays a key role in later successful application. To obtain an optimal mix proportion, a large number of trial physical experiments should be carried out. Therefore, in this paper, a new ANN–PSO model is proposed to obtain the mix proportion of wet-mix shotcrete quickly, precisely and economically. The artificial neural network (ANN) model was used to establish the objective functions for particle swarm optimization (PSO) optimization, while the PSO was adopted to optimize mix proportions of wet-mix shotcrete to achieve optimal objectives. This hybrid model was applied to optimize mix proportions of wet-mix shotcrete in the Jinchuan mine. The results revealed that the ANN model yielded a mean relative error (MRE) of 2.755% and an R2 of 0.980, indicating an excellent prediction to establish the reasonable objective function. Additionally, PSO spent less than 60 s obtaining an optimal mix proportion of wet-mix shotcrete required by the mine. Consequently, this ANN–PSO model can be used as an efficient design guide to facilitate decision making, prior to the construction phase.

Highlights

  • Wet-mix shotcrete is indispensable composite material for the application of tunneling, underground mining and building construction [1]

  • This paper aims to develop an intelligent model based on the artificial neural network (ANN) and particle swarm optimization (PSO) algorithm for optimizing mix proportion of wet-mix shotcrete

  • Mean relative error mean relative error (MRE) and the coefficient of determination R2 were used to evaluate the predictive effects of the model

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Summary

Introduction

Wet-mix shotcrete is indispensable composite material for the application of tunneling, underground mining and building construction [1]. Apart from the excellent mechanical properties, there are other benefits with wet-mix shotcrete, including enhanced automation and reduced rebound and dust concentration. Given all these various advantages, wet-mix shotcrete will replace dry-mix shotcrete as the tendency of shotcrete development in the future. The uniaxial compressive strength (UCS) of wet-mix shotcrete is the primary concern since it is directly related to the integrity and durability of the supporting structures [2]. The UCS is mainly determined by the mix proportion of wet-mix shotcrete. The optimal mix proportion is essential for the wide and safe application of wet-mix shotcrete

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