Structural Detection and Safety Ensuring Methods of Impervious Wall during Nuclear Power Plant Construction

Bo Liu; Li Gong; Quan Jie Song

doi:10.4028/www.scientific.net/AMM.256-259.1125

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Optimization of Second Isolation Period for Parallel Base-Isolated System
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Overview of Concrete Filled Steel Tube Viod Countermeasures
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Structural Detection and Safety Ensuring Methods of Impervious Wall during Nuclear Power Plant Construction
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Research on Two-Step Damage Detection Method for Complex Gird Truss Structure under Wind Load
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Batter Pile Static Load Test and Analysis
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System Reliability Evaluation Based on Stochastic Limit Analysis
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Experimental Study of Section Enlargement with Reinforced Concrete to Increase Shear Capacity for Damaged Reinforced Concrete Beams
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 256-259Structural Detection and Safety Ensuring Methods...

Structural Detection and Safety Ensuring Methods of Impervious Wall during Nuclear Power Plant Construction

Abstract:

Combined with the dynamic compaction example of a nuclear power plant, a fully field tests was conducted to get the permeability and integrality of the impervious wall in real time. The dynamic compaction vibration impact on impervious wall was researched based on the test results. The relationships between damage characteristic and peak particle velocity of impervious wall are suggested also. The safety control standards which used vibration safety threshold to control the potential damage for impervious wall under long-term dynamic compaction were presented. When the PPV of impervious wall is not exceeding the safety threshold, the impervious wall will in its secured state. According to the damage detection method and the presented safety threshold of vibration velocity, the protected structure can be simply and protected during dynamic compaction. The research methods reflects the damage of protected structure directly, and more accurate and safety than traditional methods.