Research Article
Estimation on the Field Application for In-Site Recycling of the Wastes Soil from Preboring
Table 5
Driveability analysis result of the dynamic pile loading test.
| | Type | Final penetration depth (mm) | CSX (tonf/cm2) | TSX (tonf/cm2) | EMX (tonf/m) | Test type |
| | Cement milk | 2.0 | 0.283 | 0.010 | 3.1 (39) | End of initial driving | | New filling materials | 4.0 | 0.203 | 0.015 | 3.2 (40) | End of initial driving | | Cement milk | — | 0.421 | 0.015 | 6.7 (95.7) | Restrike | | New filling materials | — | 0.333 | 0.011 | 5.2 (74.3) | Restrike |
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