Research Article
Design and Interlocking Stability of Slope Protection Block of H-Type Gravity Mutual-Aid Steel Slag Core Concrete
Table 6
Numerical simulation results.
| Block type | Maximum displacement (cm) | Maximum stress (MPa) |
| New H-type block | 0.734 | 2.429 | Traditional block 1 | 1.012 | 3.795 | Traditional block 2 | 1.097 | 2.909 |
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