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|---|---|---|---|
| 008 | 231017s9999 xx 000 0 und d | ||
| 082 | _a625.8 | ||
| 082 | _bKAN | ||
| 245 | 0 | _aSensitivity analysis of 2002 design guide rigid pavement distress prediction models | |
| 245 | 0 | _cUniversity of California | |
| 260 | _bUniversity of California | ||
| 300 | _c30cm | ||
| 942 | _cREP | ||
| 999 |
_c606338 _d606338 |
||