Research Article
Study on the Durability of Concrete under an Underwater Coupling Environment
Table 2
Groundwater corrosion before and after backfilling.
| | Time | Sampling location | Depth (m) | Cl− (mg·kg−1) | Mg2− (mg·kg−1) | SO42− (mg·kg−1) | PH | Corrosion |
| | Before backfilling | S5 | 0 | 43863.54 | 2266.99 | 4298.69 | 8.48 | Strong | | S6 | 0 | 43897.13 | 2272.95 | 4346.77 | 8.54 | Strong | | S7 | 0 | 43874.72 | 2269.33 | 4308.24 | 8.50 | Strong | | After backfilling | 5# | 3.7 | 34739.81 | 1739.67 | 4110.91 | 8.51 | Strong | | 1# | 4.8 | 41101.75 | 1551.85 | 3821.08 | 8.37 | Strong | | 4# | 2.9 | 36738.28 | 1724.10 | 4123.06 | 8.45 | Strong |
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