Table 5. Final state of consolidated...

Table 5.

Final state of consolidated geotextile-encased Saemangeum silty sand columns (D_r = 25–30%) in the triaxial test

σ₃ (kPa)	Measured ε_v at end of test (%)	Measured ε₁ at end of test (%)	Estimated ε₃ at end of test (%)	Estimated geotextile tension (kN/m)
10	−4.65	−17	7.18	42
50	−4.56	−15	5.96	32
100	−4.75	−13.9	5.19	26

σ₃ (kPa)	Measured ε_v at end of test (%)	Measured ε₁ at end of test (%)	Estimated ε₃ at end of test (%)	Estimated geotextile tension (kN/m)
10	−4.65	−17	7.18	42
50	−4.56	−15	5.96	32
100	−4.75	−13.9	5.19	26