Table 3 . They could be physically interpreted as damaged layers, ossibly resulting from less compaction at initial construction and ossibly worsened as a consequence of regional piping causing a ransport of fines from the core to the filter and fill. The damages ere extended along the full length of the dam. Damaged zones ofen have this kind of extended shape because the dam is contructed in layers. Even though an extension along the full length f the dam is not realistic, simulating these kinds of scenarios still ields useful information. Furthermore, because of software retrictions, the modeled-dam cross section must be identical along
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