| 摘 要： | Durability problem of reinforced concrete for underground structures is a hot issue in the field of structural engineering.For underground structures,the prediction of structural service life and methodology for durability design are needed to estimate structural durability.Taking the case of Xiamen Xiang’an subsea tunnel as background,which is designed to meet the requirement of 100-year service life,the influential factors on tunnel lining durability are analyzed.Under the criteria of crack controlling and bearing capacity of lining structures,the theoretical service life of Xiamen Xiang’an subsea tunnel lining is studied.The regulations,which are needed for the diffusion capability of chloride ions in concrete by the relevant diffusion tests,are proposed.After a quick corrosion test,the bearing capacity test on eccentric short columns is implemented to investigate the variation rules in the bearing capacity of models with time.Influence of the corrosion degree of steel bars on the bearing capacity of models is also investigated.Based on the results of model tests,the acceleration ratio between the quick corrosion in laboratory test and the natural corrosion environments is established.Thus,the natural service life of subsea tunnel lining structures can be obtained by means of laboratory tests.Then,the proposed method using this modified model is employed to predict the service life of tunnel lining structures.Finally,the design and construction measures for improving the durability of lining structures of subsea tunnel are introduced.The proposed method in the present study based on a real engineering project is superior to those with only theoretical assumptions,and would be more suitable for similar projects.
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