Reasonable Spacing Optimization of New Overlapping Tunnels Under Existing Tunnels

With the advancement of urbanization, underground space resources are becoming increasingly tense, and the excavation of overlapping tunnels under existing tunnels has become the norm. The determination of the optimal spacing of new overlapping tunnels under existing tunnels has become a key problem in the planning of crossing tunnels. Based on the finite element analysis software ABAQUS, this paper uses Python language to carry out parametric design of different spacing of new overlapping tunnels under existing tunnels. The penalty function and Neider—Mead algorithm are used to optimize the analysis. The surface settlement, the convergence of the existing tunnel roof and floor, the maximum bending moment and the bearing force of the lining are taken as the optimization target values. The parametric model is calculated and the optimal spacing is proposed. The research method has certain reference significance for similar projects.

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Publication Details

Published
2024-10-11
DOI
https://doi.org/10.1109/icceic64099.2024.10775657
Primary Topic
Geotechnical Engineering and Analysis
Type
article
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article

Reasonable Spacing Optimization of New Overlapping Tunnels Under Existing Tunnels

Lizhen Shen, X.Z. Liu, Yiteng Niu, Yanchen Xin et al.
Geotechnical Engineering and Analysis
article

Reasonable Spacing Optimization of New Overlapping Tunnels Under Existing Tunnels

Lizhen Shen, X.Z. Liu, Yiteng Niu, Yanchen Xin, Bingshu Li
article en

Abstract

With the advancement of urbanization, underground space resources are becoming increasingly tense, and the excavation of overlapping tunnels under existing tunnels has become the norm. The determination of the optimal spacing of new overlapping tunnels under existing tunnels has become a key problem in the planning of crossing tunnels. Based on the finite element analysis software ABAQUS, this paper uses Python language to carry out parametric design of different spacing of new overlapping tunnels under existing tunnels. The penalty function and Neider—Mead algorithm are used to optimize the analysis. The surface settlement, the convergence of the existing tunnel roof and floor, the maximum bending moment and the bearing force of the lining are taken as the optimization target values. The parametric model is calculated and the optimal spacing is proposed. The research method has certain reference significance for similar projects.

Shandong University of Science and Technology (CN)
Openalex Percentile: Top 72%
Geotechnical Engineering and Analysis
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Reasonable Spacing Optimization of New Overlapping Tunnels Under Existing Tunnels — Lizhen Shen, X.Z. Liu, et al. · (2024) | TGRS Research Map | TGRS