Research Article
Estimating Deterioration Rate of Some Carbonate Rocks Used as Building Materials under Repeated Frost Damage Process, China
Table 8
Comparing values of the parameters of a mathematical decay function model obtained in the present study with other studies.
| Reference | Rock type | Rock properties | Decay constant (λ) | Half-life (N1/2) |
| Mutlutürk et al. [20] | Various limestone samples | SH | −0.003 to −0.007 | 244.5 to 84.8 | Various travertine samples | SH | −0.004 to −0.007 | 168.2 to 101.1 | Akin and Özsan [35] | Travertinea | UCSc | −0.002 | 288.8 | Travertineb | UCSc | −0.005 | 147.5 | Jamshidi et al. [34] | Various limestone samples | BTS | −0.002 to −0.004 | 346.5 to 173.3 | Is (50) | −0.004 | 173.3 | Various limestone samples | BTS | −0.015 to −0.024 | 46.2 to 28.9 | Is (50) | − 0.019 to −0.02 | 36.5 to 34.7 | The present study | Six different limestone types | USC | − 0.002 to −0.007 | 346.5 to 99 | Is (50) | −0.002 to −0.006 | 346.5 to 115.5 | Sch | −0.001 to −0.002 | 693 to 346.5 |
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SH, shore hardness; UCS, unconfined compressive strength; BTS, Brazilian tensile strength; Is (50), point load strength; aporosity <5%; bporosity > 5%; cperpendicular to lamination; Sch, Schmidt rebound hardness.
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