Experimental Study on the Mechanical Behavior of Yunnan Limestone in Natural and Saturated States
Table 1
Mass of all specimens in the dry state, natural state and saturated state.
Specimen number
Mass of specimen in dry state (g)
Mass of specimen in natural state (g)
Mass of specimen in saturated state (g)
A-C-0-1∼A-C-0-3
518.55
519.07
A-C-10-1∼A-C-10-3
518.55
519.07
A-C-20-1∼A-C-20-3
517.57
518.09
A-C-30-1∼A-C-30-3
518.04
518.56
A-C-40-1∼A-C-40-3
517.39
517.91
B-C-0-1∼B-C-0-3
517.44
520.03
B-C-10-1∼B-C-10-3
518.00
520.59
B-C-20-1∼B-C-20-3
518.77
521.36
B-C-30-1∼B-C-30-3
517.62
520.20
B-C-40-1∼B-C-40-3
518.19
520.78
A-T-1∼A-T-3
517.89
518.41
B-T-1∼B-T-3
518.56
521.15
Average value
518.05
518.52
520.68
Note. A represents the specimen in the natural state; B represents the specimen in the saturated state; C stands for compression test; D stands for the direct tensile test; 0, 10, 20, 30, 40 represent different confining pressures, respectively.
