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Experimental Power Reactor (RDE) is a Gen IV Reactor type with Hydrogen Gas Cooler. Despite this type of reactor has high safety performance, earthquake hazard should be demonstrated. Detail Engineering Design Activity on RDE has been conducted in the past 3 years. In the end of this phase, preliminary parameter design such as shear wave velocity (V s ) should be defined. This parameter correlated with subsurface condition which has high uncertainty. This study is conducted in order to estimate values of V s . Generally, the data collection is carried out through geotechnical investigation but this method cost more time and resources. In the recent decades, another method has been widely introduced which is geophysical passive source Microtremor Array Measurement (MAM) with Spatial Auto Correlation (SPAC) method. This method can be used to estimate values of V s  and can be used as preliminary reference to define the position of borehole before construction phase getting started. The result shows, the location of reactor building is estimated to have 5 soil layers with varying V s  value. The V s  value of the first soil layer is about 152 m/s started from the surface to 8 m depth. The second soil layer has 169 m/s V s  value started from 8 m to 20 m depth. The third soil layer, started from 20 m to 36 m depth, has 384 m/s V s  value. The next layer as the fourth layer of soil, started from 36 m to 70 m depth with a value of V s  around 526 m/s. The last soil layer with a depth 70 m to 100 m, has V s  value of 667 m/s. Based on these V s  value estimation from surface to 30 m depth, the average value of the shear wave velocity (V s  30 ) is m/s. Thus, reactor building is located in the site class SD with medium soil categories according to SNI 1726-2012. The foundation design and excavation planning phase, this information is needed.

Shear Wave Velocity (Vs) at Reactor Building, Experimental Power Reactor Indonesia

Shear Wave Velocity (V_s) at Reactor Building, Experimental Power Reactor Indonesia