THE MODEL OF CONCRETE DURABILITY FAILING WITH TIME-CALCULATION METHOD USED IN THE SERVICE-LIFE PREDICTION OF HILS

Ma Baoguo; Luo Zhongtao; Wang Kai; Zou Dinghua; Wang Yingbin; Wang Xingang

doi:10.13204/j.gyjz200811020

Volume 38 Issue 11

Dec. 2014

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Ma Baoguo, Luo Zhongtao, Wang Kai, Zou Dinghua, Wang Yingbin, Wang Xingang. THE MODEL OF CONCRETE DURABILITY FAILING WITH TIME-CALCULATION METHOD USED IN THE SERVICE-LIFE PREDICTION OF HILS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 82-84,74. doi: 10.13204/j.gyjz200811020

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THE MODEL OF CONCRETE DURABILITY FAILING WITH TIME-CALCULATION METHOD USED IN THE SERVICE-LIFE PREDICTION OF HILS

doi: 10.13204/j.gyjz200811020

1.
1. Key Laboratory for Silicate Materials Science &Engineering of Ministry of Education,Wuhan University of Technology Wuhan 430070;
2.
2. School of Civil Engineering and Architecture,Nanchang University Nanchang 330031

Received Date: 2007-11-15
Publish Date: 2008-11-20

Abstract

Abstract

The concrete durability failing with time model(CDFT Model)is used to forecast the service-life of different segments used in the Wuhan Yangtze River tunnel project.The result shows that taking different influencing potential factors into account,the service-life of functionally delaminating system with high impermeability,long service-life and large diameter segment of shield tunnel(HILS)can reach 150 years with the most conservative estimate.And the chloride ion diffusivity is simulated based on finite element method.the result shows that the resistibility towards chloride ion diffusivity of functionally graded system segment is much better than that of composite cementitious material system.
- concrete,
- shield-driven tunnel,
- segment,
- durability failing with time model,
- service-life

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References(5)

References

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沈阳化工大学材料科学与工程学院沈阳 110142

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