Research Article
Strength Assessment of Broken Rock Postgrouting Reinforcement Based on Initial Broken Rock Quality and Grouting Quality
Table 1
Test schemes and groups.
| Scheme number | Broken rock particle size | Group number (5 test blocks in each group) | Test purpose | Water cement ratio | 0.7 | 0.9 | 1.1 | 1.3 | 2.5 |
| I | — | C07 | C09 | C11 | C13 | — | To test the shear strength of grout concretion |
| II | F | — | — | — | — | OF | To test the shear strength of the original broken rock | M | — | — | — | — | OM | R | — | — | — | — | OR |
| III | F | F07 | F09 | F11 | F13 | — | To test the shear strength of fine particle broken rock grouting reinforced concretion |
| IV | M | M07 | M09 | M11 | M13 | — | To test the shear strength of medium particle broken rock grouting reinforced concretion |
| V | R | R07 | R09 | R11 | R13 | — | To test the shear strength of coarse particle broken rock grouting reinforced concretion |
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