Research Article
Mechanical Damage and Chemical Dissolution Kinetic Features of Limestone under Coupled Mechanical-Hydrological-Chemical Effects
Table 3
Peak strength of limestone under coupled MHC effects in uniaxial compression tests.
| | Solution | Peak strength (MPa) | Peak strength reduction rate (%) | | 90 d | 150 d | 210 d | 90 d | 150 d | 210 d |
| | 0.01 mol/L NaCl () | 123.12 | 110.26 | 100.33 | 23.49 | 31.48 | 37.65 | | 0.01 mol/L NaCl () | 133.30 | 119.46 | 110.12 | 17.16 | 25.76 | 31.56 | | 0.01 mol/L Na2CO3 () | 135.67 | 126.31 | 118.79 | 15.69 | 21.50 | 26.18 | | 0.01 mol/L Na2CO3 () | 138.23 | 128.67 | 122.46 | 14.09 | 20.04 | 23.90 | | 0.01 mol/L Na2SO4 () | 127.62 | 116.38 | 105.58 | 20.69 | 27.67 | 34.39 | | 0.01 mol/L Na2SO4 () | 132.47 | 122.82 | 113.47 | 17.67 | 23.67 | 29.48 | | Distilled water () | 142.13 | 133.98 | 123.19 | 11.67 | 16.74 | 23.44 |
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