Research Article
Mechanical Characteristics and Mesostructural Damage of Saturated Limestone under Different Load and Unload Paths
Table 6
Pore-radius distribution proportion at different loading rates and initial peak stresses before and after the test.
| | Pore radius | Minipore (%) | Mesopore (%) | Macropore (%) | Pore radius | Minipore (%) | Mesopore (%) | Macropore (%) | Pretest or posttest | Pre | Post | Pre | Post | Pre | Post | Pretest or posttest |
| IA | As the loading rate increases | = 0.15 | 0.78 | 1.88 | 22.27 | 51.86 | 76.95 | 46.26 | mm/min | ∆ = 1.1 | ∆ = 29.59 | ∆ = −30.69 | = 0.2 | 5.91 | 0.09 | 69.38 | 2.05 | 24.71 | 97.85 | mm/min | ∆ = −5.82 | ∆ = −67.33 | ∆ = 73.14 | = 0.3 | 3.81 | 0.09 | 77.93 | 5.14 | 18.26 | 94.77 | mm/min | ∆ = −3.72 | ∆ = −72.79 | ∆ = 70.06 | As the initial peak stress σ0 increases | σ0 = 2.5 | 5.91 | 0.09 | 69.38 | 2.05 | 24.71 | 97.85 | MPa | ∆ = −5.82 | ∆ = −67.33 | ∆ = 73.14 | σ0 = 7.5 | 1.11 | 0.20 | 77.48 | 4.46 | 21.42 | 95.34 | MPa | ∆ = −0.91 | ∆ = −73.02 | ∆ = 73.92 | σ0 = 12.5 | 4.50 | 0.40 | 44.63 | 8.48 | 50.87 | 91.12 | RIA | As the loading rate increases | = 0.15 | 10.31 | 0.75 | 75.38 | 16.64 | 14.31 | 82.61 | mm/min | ∆ = −9.56 | ∆ = −58.74 | ∆ = 68.30 | = 0.2 | 0.72 | 0.02 | 83.03 | 1.78 | 16.25 | 98.21 | mm/min | ∆ = −0.70 | ∆ = −81.25 | ∆ = 81.96 | = 0.3 | 7.30 | 0.05 | 92.70 | 5.93 | 0 | 94.02 | mm/min | ∆ = −7.25 | ∆ = −86.77 | ∆ = 94.02 | As the initial peak stress σ0 increases | σ0 = 2.5 | 0.72 | 0.02 | 83.03 | 1.78 | 16.25 | 98.21 | MPa | ∆ = −0.70 | ∆ = −81.25 | ∆ = 81.96 | σ0 = 7.5 | 1.48 | 0.03 | 77.66 | 3.79 | 20.86 | 96.17 | MPa | ∆ = −1.45 | ∆ = −73.87 | ∆ = 75.31 | σ0 = 12.5 | 1.48 | 0.04 | 78.43 | 3.38 | 20.09 | 96.57 | DIA | As the loading rate increases | = 0.15 | 2.00 | 0.04 | 63.60 | 2.05 | 34.39 | 97.90 | mm/min | ∆ = −1.96 | ∆ = −61.55 | ∆ = 63.51 | = 0.2 | 0.95 | 0.13 | 84.35 | 22.61 | 14.69 | 77.26 | mm/min | ∆ = −0.82 | ∆ = −61.74 | ∆ = 62.57 | = 0.3 | 0.72 | 0.30 | 73.78 | 50.25 | 25.50 | 49.44 | mm/min | ∆ = −0.42 | ∆ = −23.53 | ∆ = 23.94 | As the initial peak stress σ0 increases | σ0 = 2.5 | 0.95 | 0.13 | 84.35 | 22.61 | 14.69 | 77.26 | MPa | ∆ = −0.82 | ∆ = −61.74 | ∆ = 62.57 | σ0 = 7.5 | 0.97 | 0.25 | 68.65 | 22.51 | 30.37 | 77.25 | MPa | ∆ = −0.72 | ∆ = −46.14 | ∆ = 46.88 | σ0 = 12.5 | 4.19 | 0.46 | 62.12 | 14.08 | 33.69 | 85.46 | MPa | ∆ = −3.73 | ∆ = −48.04 | ∆ = 51.77 |
|
|