Experimental Research on Creep Characteristics of Nansha Soft Soil

Table 1

Peak strength of consolidated-drained direct shear test under different consolidation pressures.

Consolidation pressure p/(kPa)	50	100	200	300
Peak strength of consolidated-drained direct shear test 𝜏𝑓/(kPa)	29.4	54.6	100.4	147.8