A method to rapidly build complex three-dimensional models of rock-filled concrete

There are four critical problems in the numerical modeling of rock-filled concrete: the generation of a high rockfill ratio model, the formation of a rock skeleton, the generation of the interfacial transition zone, and the operability of the model after generation. In this paper, we propose a numerical method called the parameter space reconstruction method, which perfectly solves these problems based on the improving efficiency of model generation. Firstly, the rocks are placed in the expanded space to construct the initial parameter space. Secondly, the falling and compacting simulations are performed on the placed rocks to form a model with a rock skeleton and a high rockfill ratio. Thirdly, the simulation results are used to reconstruct the initial parameter space. Since the reconstructed parameter space is obtained by correcting the initial parameter space using the falling and compacting simulation results, it is still operable. Finally, the interfacial transition zone can be generated by continuing to modify the reconfig-ured parameter space. To verify the accuracy of this method, we perform uniaxial compressive strength simulations on the model generated using this method, and the simulation results show a good agree-ment with the experimental results. & COPY; 2023 Published by Elsevier Ltd.

Automated summary

In this paper, a numerical method called the parameter space reconstruction method is proposed to address four critical problems in the numerical modeling of rock-filled concrete. This method efficiently generates a high rockfill ratio model, forms a rock skeleton, generates the interfacial transition zone, and ensures the operability of the model. The accuracy of this method is verified through uniaxial compressive strength simulations, showing good agreement with experimental results.