Figure 6
From: Creep in Primary Consolidation with Rate of Loading Approach
Sand: (a,b) Oedometer test 125 kPa, 1000 kPa; (c,d) Oedometer test with drainage prevented, 125 kPa, 1000 kPa.
Figure 6 | Scientific Reports
From: Creep in Primary Consolidation with Rate of Loading Approach
Sand: (a,b) Oedometer test 125 kPa, 1000 kPa; (c,d) Oedometer test with drainage prevented, 125 kPa, 1000 kPa.
