The surcharge is 0,25 kg/cm2.
I also need to calculate the time for 50% and 90% of consolidation.
Im attaching the e vs log(sigma) and the deformation vs time graphs from consolidation test of a 7,78 cm height test tube. Please help!
Should i divide the 100 m strata in 20 pieces of 5 m strata?
How should i consider the drainage? Just below or also above?
Could you calculate the values so i can compare with mines.