Table 2 Test results of similar simulation uniaxial compression test.
From: Softening and instability evolution of strip coal pillar under water immersion in goaf
Water-resisting material | Specimen size(d*h) | Specimen soaking time | The average crushing pressure of the specimen(KN) | |||||
|---|---|---|---|---|---|---|---|---|
0 h | 1 h | 2 h | 3 h | 4 h | 5 h | |||
5% | 100.24*49.74 | Specimen 1 | 0.112 | 0.068 | 0.061 | 0.045 | 0.044 | 0.045 |
100.12*49.87 | Specimen 2 | 0.142 | 0.064 | 0.066 | 0.053 | 0.050 | 0.039 | |
99.72*49.50 | average value | 0.127 | 0.066 | 0.0635 | 0.049 | 0.047 | 0.042 | |
8% | 99.84*50.49 | Specimen 1 | 0.342 | 0.175 | 0.096 | 0.094 | 0.099 | 0.130 |
100.42*50.87 | Specimen 2 | 0.205 | 0.192 | 0.132 | 0.125 | 0.115 | 0.112 | |
99.48*50.46 | average value | 0.2735 | 0.1835 | 0.114 | 0.1095 | 0.107 | 0.121 | |
