Dynamic Response of Pile-Raft Systems with Various Forms of Connection under Cyclic Condition

Table 3

Properties of OMDS.

Property	Value
Organic matter content, m (%)	5.32
Specific gravity, Gs	2.62
Water content, (%)	12.23
Natural dry density, ρd (g/cm^3)	1.617
Minimum dry density, ρdmin (g/cm^3)	1.570
Maximum dry density, ρdmax (g/cm^3)	1.723
Cohesion, c (kPa)	4.2
Internal friction angle, φ (°)	22.23
Relative density, Dr	0.56
Poison ratio, υ	0.383

The test type of soil property: m was acquired by the calcination method controlling 65°C of temperature, G_s acquired by the pycnometer method, acquired by the drying method, ρ_d acquired by the ring knife method, ρ_dmin acquired by the measuring cylinder method, ρ_dmax acquired by the hammering method, c and φ acquired by the triaxial compression test. D_r was derived from ρ_d, ρ_dmin, and ρ_dmax; υ was derived from φ with their relationships to the static lateral pressure coefficient.