Research Article
An Investigation into the Effect of Cracking on the Response of Drilled and Postgrouted Concrete Pipe Pile under Lateral Loading
Table 1
Parameters of soft clay and mucky soil.
| Soil type | Soft clay | Mucky soil |
| Depth range (m) | 0.9–4.0 | 4.0–13.5 | Density (g/cm3) | 1.84 | 1.88 | Undrained shear strength c (kPa) | 30 | 20 | Friction angle (°) | 19.5 | 15.5 | Water content (%) | 39.2 | 40.5 | Plasticity index IP (%) | 29 | 16 | Relative water content IL | 0.42 | 1.06 |
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