Research Article
Identification of Historical Veziragasi Aqueduct Using the Operational Modal Analysis
Table 1
Test results of stone and clay brick.
| | Sample | Number of samples | Density (g/cm3) | Rebound value, | Compressive strength from (Mpa) | Compressive strength from UAC (Mpa) | from UAC (Gpa) | Tensile strength from Brazilian test (Mpa) | Ultravel. (m/sec) | from U. V. (Gpa) |
| | Stone (standard deviation) | 25 | 2.43 (0.8) | 53.49 (2.7) | 82 | 53.35 (3.4) | 11.59 (0.4) | 6.09 (1.81) | 4030 (220) | 16.24 | | Brick (standard deviation) | 11 | 1.79 (0.1) | 30.74 (4.4) | 24 | 10.41 (2.1) | 0.81 (0.06) | 1.43 (0.08) | 2739 (180) | — |
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