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 radiusMinipore (%)Mesopore (%)Macropore (%)Pore radiusMinipore (%)Mesopore (%)Macropore (%)
Pretest or posttestPrePostPrePostPrePostPretest or posttest

IAAs the loading rate increases = 0.150.781.8822.2751.8676.9546.26
mm/min∆ = 1.1∆ = 29.59∆ = −30.69
 = 0.25.910.0969.382.0524.7197.85
mm/min∆ = −5.82∆ = −67.33∆ = 73.14
 = 0.33.810.0977.935.1418.2694.77
mm/min∆ = −3.72∆ = −72.79∆ = 70.06
As the initial peak stress σ0 increasesσ0 = 2.55.910.0969.382.0524.7197.85
MPa∆ = −5.82∆ = −67.33∆ = 73.14
σ0 = 7.51.110.2077.484.4621.4295.34
MPa∆ = −0.91∆ = −73.02∆ = 73.92
σ0 = 12.54.500.4044.638.4850.8791.12
RIAAs the loading rate increases = 0.1510.310.7575.3816.6414.3182.61
mm/min∆ = −9.56∆ = −58.74∆ = 68.30
 = 0.20.720.0283.031.7816.2598.21
mm/min∆ = −0.70∆ = −81.25∆ = 81.96
 = 0.37.300.0592.705.93094.02
mm/min∆ = −7.25∆ = −86.77∆ = 94.02
As the initial peak stress σ0 increasesσ0 = 2.50.720.0283.031.7816.2598.21
MPa∆ = −0.70∆ = −81.25∆ = 81.96
σ0 = 7.51.480.0377.663.7920.8696.17
MPa∆ = −1.45∆ = −73.87∆ = 75.31
σ0 = 12.51.480.0478.433.3820.0996.57
DIAAs the loading rate increases = 0.152.000.0463.602.0534.3997.90
mm/min∆ = −1.96∆ = −61.55∆ = 63.51
 = 0.20.950.1384.3522.6114.6977.26
mm/min∆ = −0.82∆ = −61.74∆ = 62.57
 = 0.30.720.3073.7850.2525.5049.44
mm/min∆ = −0.42∆ = −23.53∆ = 23.94
As the initial peak stress σ0 increasesσ0 = 2.50.950.1384.3522.6114.6977.26
MPa∆ = −0.82∆ = −61.74∆ = 62.57
σ0 = 7.50.970.2568.6522.5130.3777.25
MPa∆ = −0.72∆ = −46.14∆ = 46.88
σ0 = 12.54.190.4662.1214.0833.6985.46
MPa∆ = −3.73∆ = −48.04∆ = 51.77