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Open AccessArticle
The Stress–Seepage Field and Hygrothermal Environment Evaluation of a High Geothermal Tunnel in Southeast China
by
Yun Bao
Yun Bao 1,
Xuyang Wu
Xuyang Wu 2,*,
Zhanju Lin
Zhanju Lin 2,
Xingwen Fan
Xingwen Fan 2 and
Huaxin Xu
Huaxin Xu 3,4
1
School of Chemical Engineering, Lanzhou University of Arts and Science, Lanzhou 730030, China
2
Key Laboratory of Cryospheric Science and Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730030, China
3
School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
4
Green and Smart Construction Research Institute, Gansu Road and Bridge Construction Group Co., Ltd., Lanzhou 730030, China
*
Author to whom correspondence should be addressed.
Buildings 2026, 16(12), 2390; https://doi.org/10.3390/buildings16122390 (registering DOI)
Submission received: 30 April 2026
/
Revised: 31 May 2026
/
Accepted: 8 June 2026
/
Published: 15 June 2026
Abstract
The southeastern coastal region of China is extensively influenced by the circum-Pacific geothermal activity, particularly during the excavation of deep-buried tunnels, where the confined space leads to the accumulation of heat flow, resulting in high-temperature and high-humidity environments. These conditions are detrimental to both the physical and mental health of workers and the safe operation of equipment. Based on this, the Lijiashan deep-buried high-temperature tunnel along the Wen-Yu High-Speed Railway (Wenling-Yuhuan) was selected as a case study. Field monitoring was conducted to assess the surrounding rock stress, temperature distribution characteristics of the surrounding rock and structure, and the humid and high-temperature environment within the tunnel during construction. A comprehensive evaluation index considering both temperature and humidity was employed to evaluate the tunnel construction environment. The results indicate the following: (1) During tunnel excavation, the maximum surrounding rock pressure occurs at the arched shoulder, and the fractures induced by blasting effectively relieve stress, mitigating the risk of rockburst. (2) The seepage paths of the surrounding rock are redistributed during excavation, converging towards the invert, with the osmotic pressure being approximately 10 times that of the upper structure. (3) The temperature at the tunnel face, secondary lining, and surrounding rock is significantly influenced by the heat released from concrete hydration. The closer the surrounding rock is to the support structure, the higher the temperature, with the secondary lining reaching up to 58.6 °C and the working area up to 35.2 °C. (4) Water spraying can reduce the temperature in the construction area by approximately 0.65% at the Kelvin temperature conditions, but it increases humidity by about 16%. The average humidity levels within the tunnel are 75.3% during the day and 87.5% at night. (5) Evaluation of workers’ physiological parameters reveals that the humid and high-temperature environment during tunnel construction is consistently unfavorable for workers’ health.
Share and Cite
MDPI and ACS Style
Bao, Y.; Wu, X.; Lin, Z.; Fan, X.; Xu, H.
The Stress–Seepage Field and Hygrothermal Environment Evaluation of a High Geothermal Tunnel in Southeast China. Buildings 2026, 16, 2390.
https://doi.org/10.3390/buildings16122390
AMA Style
Bao Y, Wu X, Lin Z, Fan X, Xu H.
The Stress–Seepage Field and Hygrothermal Environment Evaluation of a High Geothermal Tunnel in Southeast China. Buildings. 2026; 16(12):2390.
https://doi.org/10.3390/buildings16122390
Chicago/Turabian Style
Bao, Yun, Xuyang Wu, Zhanju Lin, Xingwen Fan, and Huaxin Xu.
2026. "The Stress–Seepage Field and Hygrothermal Environment Evaluation of a High Geothermal Tunnel in Southeast China" Buildings 16, no. 12: 2390.
https://doi.org/10.3390/buildings16122390
APA Style
Bao, Y., Wu, X., Lin, Z., Fan, X., & Xu, H.
(2026). The Stress–Seepage Field and Hygrothermal Environment Evaluation of a High Geothermal Tunnel in Southeast China. Buildings, 16(12), 2390.
https://doi.org/10.3390/buildings16122390
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