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/cm^3)	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