Consolidated Drained Triaxial Test on Treated Coastal Soil and Finite Element Analysis Using PLAXIS 2D

Figure 11

Deviator stress-strain curves for 8% LRHA treated soil (1 : 2) after 28 days of curing, under three different confining pressures of (a) 50, (b)100, and (c) 200 kPa.

(a)

(b)

(c)