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Regional Basic Professional Training Course in Korea

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<strong>Regional</strong> <strong>Basic</strong> <strong>Professional</strong> <strong>Tra<strong>in</strong><strong>in</strong>g</strong> <strong>Course</strong> (BPTC) on Nuclear Safety<br />

compromise the safety of the project. Subsequent phases must also be planned.<br />

Most of the data collected and consulted relates to:<br />

Geological maps with various scales;<br />

Available thematic maps (tectonic, neotectonic, geophysical etc.);<br />

Aerial photographs and satellite images;<br />

Monographs and results of drill holes and/or geophysical exploration carried out <strong>in</strong><br />

the region.<br />

Dur<strong>in</strong>g the site “qualification” phase, new data are amassed by carry<strong>in</strong>g out field‐work<br />

and laboratory tests on the samples. The exact nature of data is determ<strong>in</strong>ed on a case‐by‐<br />

case basis (“we are subject to nature’s whims”). Here, it should be noted that the French<br />

approach differs slightly from that of English speak<strong>in</strong>g nations’ approach which tends to<br />

standardize or predeterm<strong>in</strong>e <strong>in</strong>vestigations to be made (i.e. sett<strong>in</strong>g the amount of drill<strong>in</strong>g<br />

to be carried out per unit of surface area, the amount of soil samples to be taken etc.). As<br />

far as the site is concerned, it is often necessary to carry out detailed geologic<br />

observations as well as geophysical profiles, depend<strong>in</strong>g on which methods are suitable.<br />

Furthermore, hydrogeological <strong>in</strong>vestigations are performed to characterize the layers of<br />

groundwater and ensure conditions are good for carry<strong>in</strong>g out foundation work (e.g. by<br />

limit<strong>in</strong>g the <strong>in</strong>gress of water <strong>in</strong>to ditches by <strong>in</strong>stall<strong>in</strong>g geotechnical walls).<br />

F<strong>in</strong>ally, dur<strong>in</strong>g the “confirmation” phase, the necessary data is compiled to show that<br />

there are no unacceptable risks and to have a solid basis for determ<strong>in</strong><strong>in</strong>g the design of<br />

structures. Naturally, this is dependent on complete description of the geological<br />

surround<strong>in</strong>gs (already largely determ<strong>in</strong>ed after the first two phases) and geotechnical<br />

data. In the case of the geological surround<strong>in</strong>gs, additional geophysical prospect<strong>in</strong>g and<br />

deeper drill<strong>in</strong>g operations may prove necessary. In the case of the geotechnical study to<br />

determ<strong>in</strong>e the mechanical characteristics of the soil, static measurements requir<strong>in</strong>g <strong>in</strong> situ<br />

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