Computational hydro-thermal design of ground freezing in tunneling: Optimization of pipe layout and real-time prediction

Artificial ground freezing is used in tunneling for temporary ground improvement mainly to control the groundwater flow and to provide excavation support. The principle of ground freezing is based on freeze pipes drilled into the ground where a coolant flows through the freeze pipes. In tunneling, artificial ground freezing is applied to form a closed arch of frozen ground around the tunnel. However, high groundwater seepage can delay the formation of this frozen arch, or even prevent it entirely, which can lead to unsafe temporary frozen ground support. In this work, we propose a computational design strategy to systematically reduce the freezing time by optimizing the layout of freeze pipes. The strategy includes a computational model able to simulate the freezing process for various pipe arrangements, and the generation of a machine learning model of the freezing process trained by means of virtual, simulation-based data to allow real-time predictions. This surrogate model is constructed based on the combination of Proper Orthogonal Decomposition and Radial Basis Functions, while the freezing process itself is simulated with a hydro-thermal finite element model. Using the surrogate model, possible pipe layouts are rapidly evaluated and optimized in real-time by means of the Particle Swarm Optimization approach, identifying the optimal arrangement of freezing pipes for given groundwater flow conditions which lead to the shortest freezing time. The computational design framework for optimization of freeze pipe layout is integrated into an in-house user-friendly software which performs real-time predictions within a parametric design space. • Developing novel parametrization approaches for pipe distribution within curved layouts. • Developing a simulation-based surrogate for real-time optimization of freezing pipe layouts. • Optimizing pipe distribution to minimize freezing time under seepage flow conditions. • Developing an app to visualize thermal fields in real-time for parametric pipe scenarios.

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Publication Details

Journal
Tunnelling and Underground Space Technology
Published
2025-08-09
DOI
https://doi.org/10.1016/j.tust.2025.106875
Citations
3
Primary Topic
Geotechnical Engineering and Analysis
Type
article
Field-Weighted Citation Impact
3.91

Funders

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article

Computational hydro-thermal design of ground freezing in tunneling: Optimization of pipe layout and real-time prediction

Yaman Zendaki, Ba Trung Cao, Günther Meschke, Rodolfo J. Williams M.
3 citations
Tunnelling and Underground Space Technology
Geotechnical Engineering and Analysis
3.91
article

Computational hydro-thermal design of ground freezing in tunneling: Optimization of pipe layout and real-time prediction

Yaman Zendaki, Ba Trung Cao, Günther Meschke, Rodolfo J. Williams M.
article en
3 citations

Abstract

Artificial ground freezing is used in tunneling for temporary ground improvement mainly to control the groundwater flow and to provide excavation support. The principle of ground freezing is based on freeze pipes drilled into the ground where a coolant flows through the freeze pipes. In tunneling, artificial ground freezing is applied to form a closed arch of frozen ground around the tunnel. However, high groundwater seepage can delay the formation of this frozen arch, or even prevent it entirely, which can lead to unsafe temporary frozen ground support. In this work, we propose a computational design strategy to systematically reduce the freezing time by optimizing the layout of freeze pipes. The strategy includes a computational model able to simulate the freezing process for various pipe arrangements, and the generation of a machine learning model of the freezing process trained by means of virtual, simulation-based data to allow real-time predictions. This surrogate model is constructed based on the combination of Proper Orthogonal Decomposition and Radial Basis Functions, while the freezing process itself is simulated with a hydro-thermal finite element model. Using the surrogate model, possible pipe layouts are rapidly evaluated and optimized in real-time by means of the Particle Swarm Optimization approach, identifying the optimal arrangement of freezing pipes for given groundwater flow conditions which lead to the shortest freezing time. The computational design framework for optimization of freeze pipe layout is integrated into an in-house user-friendly software which performs real-time predictions within a parametric design space. • Developing novel parametrization approaches for pipe distribution within curved layouts. • Developing a simulation-based surrogate for real-time optimization of freezing pipe layouts. • Optimizing pipe distribution to minimize freezing time under seepage flow conditions. • Developing an app to visualize thermal fields in real-time for parametric pipe scenarios.

Tunnelling and Underground Space TechnologyVol. 166
Ruhr University Bochum (DE)
Deutsche Forschungsgemeinschaft
Openalex Percentile: Top 7%
Geotechnical Engineering and Analysis
3.91
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