Research Article
Effect of SiO2 Methyl Modification on the Performance of Nondispersible Underwater Concrete and Reinforcement Mechanism
Table 11
Test data of reinforced specimens.
| | Category | Collapse load (kN) | Peak stress (MPa) | Peak strain | Ultimate strain |
| | P-1(in-air) | 766.85 | 34.08 | 4.81 | 5.35 | | P-1(underwater) | 599.72 | 26.65 | 4.02 | 5.57 | | P-2(in-air) | 730.31 | 32.46 | 3.92 | 5.41 | | P-2(underwater) | 508.32 | 22.60 | 4.91 | 5.85 | | Z-1(in-air) | 887.43 | 39.44 | 3.37 | 4.34 | | Z-1(underwater) | 807.12 | 35.87 | 3.35 | 4.28 | | Z-2(in-air) | 893.03 | 39.69 | 3.36 | 4.64 | | Z-2(underwater) | 747.90 | 33.24 | 3.03 | 4.79 |
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