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By A.B. Migdal

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Performance The latest repairs have performed very well without deterioration over a period of six years and have not shown the rapid deterioration that occurred with previous repairs. This is considered to be due to the inclusion of the zoned ICCP and monitoring system and it is recommended that future repairs to important structures in this type of location include such a system. 53 NEA/CSNI/R(2002)7/VOL1 Figure 1 F ig u r e 2 54 NEA/CSNI/R(2002)7/VOL1 Figure 3 55 NEA/CSNI/R(2002)7/VOL1 Figure 5 Figure 6 56 NEA/CSNI/R(2002)7/VOL1 Plate 1 Water jetting 57 NEA/CSNI/R(2002)7/VOL1 Plate 2 Exposed steel reinforcement after removal of cover 58 NEA/CSNI/R(2002)7/VOL1 FEASIBILITY STUDY OF IE-SASW METHOD FOR THE NON-DESTRUCTIVE EVALUATION OF CONTAINMENT BUILDING OF NUCLEAR POWER PLANT Yong-Pyo Suh, Korea Electric Power Research Institute, Korea Jong-Rim Lee, Korea Electric Power Research Institute, Korea Jeong-Moon Seo, Korea Atomic Energy Research Institute, Korea ABSTRACT The IE-SASW method that combines Impact-Echo (IE) method with spectral analysis of surface waves (SASW) is proposed as a newly developed nondestructive testing method in concrete structures.

Performance The latest repairs have performed very well without deterioration over a period of six years and have not shown the rapid deterioration that occurred with previous repairs. This is considered to be due to the inclusion of the zoned ICCP and monitoring system and it is recommended that future repairs to important structures in this type of location include such a system. 53 NEA/CSNI/R(2002)7/VOL1 Figure 1 F ig u r e 2 54 NEA/CSNI/R(2002)7/VOL1 Figure 3 55 NEA/CSNI/R(2002)7/VOL1 Figure 5 Figure 6 56 NEA/CSNI/R(2002)7/VOL1 Plate 1 Water jetting 57 NEA/CSNI/R(2002)7/VOL1 Plate 2 Exposed steel reinforcement after removal of cover 58 NEA/CSNI/R(2002)7/VOL1 FEASIBILITY STUDY OF IE-SASW METHOD FOR THE NON-DESTRUCTIVE EVALUATION OF CONTAINMENT BUILDING OF NUCLEAR POWER PLANT Yong-Pyo Suh, Korea Electric Power Research Institute, Korea Jong-Rim Lee, Korea Electric Power Research Institute, Korea Jeong-Moon Seo, Korea Atomic Energy Research Institute, Korea ABSTRACT The IE-SASW method that combines Impact-Echo (IE) method with spectral analysis of surface waves (SASW) is proposed as a newly developed nondestructive testing method in concrete structures.

However, the structure was visibly aging in the ring beam secondary concrete area that was protecting the prestress anchorages. The poor appearance of the structure was significantly influencing perception of safety and proper functioning of the nuclear installations. The ring beam deterioration is shown in Figures 1a and 1b. 39 NEA/CSNI/R(2002)7/VOL1 Figure 1a, b: G-1 Ring Beam, South Side Figure 2: Gentilly-1 Containment Building – Installation of Formwork (April 2000) A detailed study was undertaken to perform a condition assessment of the structure and the actions necessary to ensure satisfactory performance of the structure over the remaining period of required service life.

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