Figure 5
From: Creep in Primary Consolidation with Rate of Loading Approach
Clay 2: (a,b) Oedometer test 125 kPa, 1000 kPa; (c,d) Oedometer test with drainage prevented, 125 kPa, 1000 kPa.
Figure 5 | Scientific Reports
From: Creep in Primary Consolidation with Rate of Loading Approach
Clay 2: (a,b) Oedometer test 125 kPa, 1000 kPa; (c,d) Oedometer test with drainage prevented, 125 kPa, 1000 kPa.
