Durability Life Prediction of Concrete Submarine Tunnel Based on the Model of Diffusion-Convection
ZHANG Yuanzhu1, YANG Jiaming1, WEI Gang1,*, HUANG Senle2
1 School of Engineering, Zhejiang University City College, Hangzhou 310015, China 2 College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310023, China
Abstract: Considering the service environment characteristics of submarine tunnel subjected to aggressive high pressure seawater and the unsaturated characteristics of high performance concrete, the chloride ion diffusion-convection transport model and the durability life prediction model of submarine concrete tunnel were established. Using Shenjiamen submarine tunnel in Zhoushan as the engineering background, the calculation parameters were determined through indoor experiments, and the process of environmental chloride ions intruding into the tunnel was numerically simulated by TOUGH2 software, which obtained the time-dependent law of chloride ion transmission, as well as the action law of water head, initial saturation of concrete, and mass fraction of ambient chloride ions. Then the differences between diffusion, saturated diffusion-convection, and unsaturated diffusion-convection prediction models were compared. The results show that the accumulation of chloride ion mass fraction is the highest in the axillary position of the tunnel; the head and ambient chloride ion mass fraction are positively correlated with the growth of chloride ion mass fraction, and the initial saturation of concrete is negatively correlated with the growth of chloride ion mass fraction; the durability life of the tunnel is the longest according to the diffusion model and the shortest according to the unsaturated diffusion-convection model.
张苑竹, 杨佳铭, 魏纲, 黄森乐. 基于扩散-对流模型的海底混凝土隧道耐久寿命预测[J]. 材料导报, 2023, 37(6): 21060165-5.
ZHANG Yuanzhu, YANG Jiaming, WEI Gang, HUANG Senle. Durability Life Prediction of Concrete Submarine Tunnel Based on the Model of Diffusion-Convection. Materials Reports, 2023, 37(6): 21060165-5.
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