Strain Accumulation in Soft Marine Clay due to One-Way Cyclic Load with Variable Confining Pressure

Table 2

Scheme of CCP and VCP tests.

Number of tests	p´0 (kPa)	q^ampl (kPa)	CSR	η^ampl	Number of load cycles
D01	100	15	0.208	3	3000
D02	100	15	0.208	1.0	3000
D03	100	15	0.208	0.5	3000
D04	100	20	0.278	3	3000
D05	100	20	0.278	1.0	3000
D06	100	20	0.278	0.5	3000
D07	100	20	0.278	0.4	3000
D08	100	20	0.278	0.3	3000
D09	100	25	0.347	3	3000
D10	100	25	0.347	1.0	3000
D11	100	25	0.347	0.5	3000
D12	100	35	0. 486	3	3000
D13	100	35	0.486	1.0	3000
D14	100	35	0.486	0.5	3000
D15	100	35	0.486	0.4	3000
D16	100	45	0.625	3	3000
D17	100	45	0.625	1.0	3000
D18	100	45	0.625	0.5	3000
D19	100	55	0.764	3	3000
D20	100	60	0.833	3	3000
D21	100	65	0.903	3	3000