Research Article
Characteristics of Unloading Creep of Tuffaceous Sandstone in East Tianshan Tunnel under Freeze-Thaw Cycles
Table 1
Physical parameters of tuffaceous sandstone samples under different freeze-thaw cycles.
| Wave velocity (m/s) | Times of freeze-thaw cycles | A1 | A2 | A3 | A4 | A5 | VP |
| 0 | 4356.25 | 4536.68 | 4451.35 | 4287.56 | 4468.88 | 4420.144 | 10 | 4298.64 | 4449.86 | 4386.62 | 4203.25 | 4270.05 | 4321.684 | 20 | 4208.65 | 4320.52 | 4298.55 | 4126.38 | 4150.32 | 4220.884 | 40 | 4115.24 | 4202.35 | 4167.68 | 4057.52 | 4007.38 | 4110.034 | 60 | 3955.68 | 4106.78 | 4179.35 | 4065.45 | 3880.55 | 4037.562 |
| Mass increment (g) | A1 | A2 | A3 | A4 | A5 | M |
| 0 | 0 | 0 | 0 | 0 | 0 | 0 | 10 | 1.46 | 0.97 | 1.29 | 1.01 | 2.31 | 1.41 | 20 | 3.06 | 1.06 | 4.35 | 4.28 | 3.74 | 3.30 | 40 | 9.48 | 4.97 | 9.96 | 9.24 | 7.53 | 8.24 | 60 | 10.70 | 5.36 | 11.63 | 10.12 | 8.21 | 9.20 |
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