Research Article
Experimental Study on Physicomechanical Properties of Sandstone under Acidic Environment
Table 4
Uniaxial compressive test results of the sandstone samples subjected to acid corrosion.
| Sample state | Soak solution | Peak intensity, (MPa) | (%) | Axial strain at peak point, (10−3) | (%) | Elastic modulus, (GPa) | (%) |
| Natural | | 88.25 | | 4.03 | | 17.83 | | Soaking for 30 days | pH = 1 H2SO4 | 58.14 | 34.12 | 5.38 | 33.50 | 12.42 | 30.37 | pH = 3 H2SO4 | 61.29 | 30.55 | 5.09 | 26.30 | 13.55 | 24.03 | Soaking for 90 days | pH = 1 H2SO4 | 47.06 | 46.67 | 13.01 | 222.83 | 8.49 | 52.37 | pH = 3 H2SO4 | 57.67 | 34.65 | 10.63 | 163.77 | 10.82 | 39.30 | Soaking for 180 days | pH = 1 H2SO4 | 34.28 | 61.16 | 21.02 | 421.59 | 3.36 | 81.17 | pH = 3 H2SO4 | 54.39 | 38.37 | 13.17 | 226.80 | 4.61 | 74.17 |
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