Research Article
A Nonlinear Statistical Damage Constitutive Model for Porous Rocks
Table 1
Test data of sandstone samples.
| Group | Porosity (%) | Density (kg/m3) | Compressive strength (MPa) | Young’s modulus (GPa) | Poisson’s ratio | Dry | Saturated | Dry | Saturated | Dry | Saturated | Dry | Saturated |
| 1 | 12.39–12.96 | 2174–2283 | 2312–2410 | 21.3–28.1 | 5.4–9.9 | 3.45–4.00 | 0.86–2.22 | 0.19–0.23 | 0.26–0.29 | 2 | 13.23–13.98 | 2146–2285 | 2287–2418 | 18.9–29.7 | 7.1–11.4 | 2.95–3.82 | 1.32–2.53 | 0.18–0.23 | 0.25–0.28 | 3 | 14.01–14.98 | 2128–2314 | 2251–2457 | 15.2–28.0 | 5.2–14.8 | 2.59–3.73 | 0.92–2.37 | 0.19–0.24 | 0.25–0.29 | 4 | 15.01–15.99 | 2140–2288 | 2311–2454 | 15.4–27.2 | 4.8–12.8 | 2.03–3.58 | 0.71–2.94 | 0.18–0.24 | 0.26–0.30 | 5 | 16.00–16.90 | 2134–2340 | 2291–2516 | 13.0–26.7 | 4.7–10.0 | 1.63–2.94 | 0.49–1.61 | 0.19–0.24 | 0.27–0.31 | 6 | 17.37–17.78 | 2155–2341 | 2358–2479 | 17.4–21.5 | 4.4–5.1 | 1.45–2.37 | 0.03–0.49 | 0.19–0.22 | 0.30–0.31 | 7 | 18.11–18.98 | 2173–2235 | 2365–2447 | 13.3–21.3 | 2.5–4.6 | 1.07–2.09 | 0.20–0.43 | 0.22–0.27 | 0.30–0.31 | 8 | 19.08–19.96 | 2129–2265 | 2326–2475 | 11.6–19.7 | 2.1–2.3 | 0.98–0.14 | 0.16–0.18 | 0.20–0.28 | 0.30–0.31 | 9 | 20.02–23.28 | 2173–2281 | 2372–2482 | 11.5–14.1 | 0.8–2.2 | 0.67–0.91 | 0.06–0.13 | 0.23–0.28 | 0.30–0.32 | 10 | 26.21–27.89 | 2161–2233 | 2425–2529 | 4.7–10.5 | 0.4–0.7 | 0.28–0.43 | 0.02–0.07 | 0.25–0.28 | 0.31–0.32 |
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