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Published in: Rock Mechanics and Rock Engineering 4/2024

08-01-2024 | Original Paper

Temperature Field Distribution and Numerical Simulation of Improved Freezing Scheme for Shafts in Loose and Soft Stratum

Authors: Wei Chen, Wen Wan, Huan He, Dunxia Liao, Jie Liu

Published in: Rock Mechanics and Rock Engineering | Issue 4/2024

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Abstract

This paper examines the engineering background of the main shaft of Ruihai Mining Group Company in Laizhou City, with a focus on the loose permeable stratum located in the frozen section of the shaft. Field measurements and data collection, including brine temperature and surface subsidence values, were conducted using temperature and hydrological boreholes. The distribution of the frozen wall temperature field was then numerically simulated using finite element analysis, and the results were compared and analyzed with field data. Scanning electron microscopy (SEM) was used to qualitatively describe the microstructure of the soft rock in the frozen section under different freezing schemes. Based on the formation of the frozen wall, a new construction scheme for freezing and excavating the internal and external circles of the vertical shaft in the loose permeable stratum is proposed. This involves the implementation of "inner and outer double-circles of freezing holes" and a comparison of the freezing effect of the temperature field before and after the improvement. The results indicate that the new freezing scheme can accelerate the freezing rate of the surrounding rock of the shaft, and reduce the time required for closure by more than 10 days. After applying the improved scheme for 60 days, the temperature is lowered by 4–5 ℃ compared to the original scheme, and the thickness of the frozen wall is approximately 4.8 m, significantly thicker than before. These findings demonstrate the effectiveness of adding an inner circle of freezing holes in achieving the lowest temperature which contributes to subsequent shaft excavation. The new scheme holds significant implications for the safe construction of shaft excavation in complex hydrogeological areas.

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Literature
go back to reference Iñigo AC, García-Talegón J, Vicente-Palacios V et al (2021) Measuring the effectiveness and durability of silicified sandstones and conglomerates from Zamora, Spain subject to silico-organic treatments and/or freezing/thawing processes. Rock Mech Rock Eng 54(6):2697–2705. https://doi.org/10.1007/s00603-021-02434-xCrossRef Iñigo AC, García-Talegón J, Vicente-Palacios V et al (2021) Measuring the effectiveness and durability of silicified sandstones and conglomerates from Zamora, Spain subject to silico-organic treatments and/or freezing/thawing processes. Rock Mech Rock Eng 54(6):2697–2705. https://​doi.​org/​10.​1007/​s00603-021-02434-xCrossRef
Metadata
Title
Temperature Field Distribution and Numerical Simulation of Improved Freezing Scheme for Shafts in Loose and Soft Stratum
Authors
Wei Chen
Wen Wan
Huan He
Dunxia Liao
Jie Liu
Publication date
08-01-2024
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 4/2024
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-023-03710-8

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