Figure 1.
Particle size distribution of the soil and of the aggregate used to enhance the soil
Figure 2.
Particle size distribution of the soil enhanced by 20% and 40% of the aggregate
Figure 3.
Results of compressive strength samples prepared from laboratory mixes of different dosages of cement and aggregate
Figure 4.
Recycler used for mixing the cement and the aggregate with the virgin soil
Figure 5.
Comparison of compressive strength test results of samples prepared “in situ” with 40% of aggregate and 7% of CEMI 42.5R with laboratory-prepared samples