Abstract
The freezing-sealing pipe-roof method is a new presupporting technique, which fully combines the advantages of pipe-roof method and artificial ground-freezing method, and can adapt to the construction needs of underground projects in complex and sensitive strata. After the Gongbei Tunnel of Hong Kong–Zhuhai–Macao Bridge, this method will be applied for the first time in an underwater shallow-buried railroad tunnel, and there are still many urgent problems to be solved. In this article, based on the field situation and the preliminary design scheme, a convective heat transfer model under complex boundary conditions was first established. Then, the development of frozen wall thickness during the active freezing period was solved by numerical simulation for three different pipe filling modes, and the cloud map of temperature distribution in the whole section is analyzed. After that, the moving state of river water was characterized by different heat transfer coefficients, and the weakening effect of flow velocity on the top freezing wall was studied. Finally, six critical water sealing paths were selected, and the temperature differences of the frozen curtain were calculated. The results show that the mode with interval concrete filling can form a reliable frozen curtain within the scheduled time, whereas the nonfilling mode cannot achieve the water sealing requirement. River water has a large effect on the temperature at the boundary of jacking pipe and almost no effect on the center of the jacked pipe. It takes approximately 15 days from the frozen soil covering the pipe wall to reach the designed thickness, and the freezing effect of empty pipe lags approximately 28 days compared with that of solid pipe, which requires targeted enhancement measures in field projects.
Highlights
The pipe-roof (PR) method is one of the important support methods in the shallow buried excavation construction [1, 2]
We focus on the water sealing performance of the underwater freezing-sealing pipe-roof (FSPR) method during the active freezing period, without analyzing the temperature field variation during the excavation process, and only a simple schematic representation of the numerical meshing is presented here for further research reference
In order to improve the heat transfer efficiency between the frozen tubes and the surrounding ground, referring to the experience of filling concrete with steel pipe jacking in previous projects, this article studied the development of the freezing temperature field under three different concrete filling modes
Summary
The pipe-roof (PR) method is one of the important support methods in the shallow buried excavation construction [1, 2]. The FSPR Method in Underwater Tunnel use of locking connection can ensure the construction in a waterisolated environment, it requires high precision for the jacking direction of pipe curtain. The artificial ground-freezing (AGF) method, as a mature and reliable reinforcement technology, has been widely used in coal mines, tunnels, and other municipal projects [7,8,9,10]. After the completion of this project, it will greatly enhance the freight capacity and promote the adjustment of transportation system, and will effectively improve the living environment and travel conditions of residents along the railway line
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