Publikace na 1. lékařská fakulta, Matematicko-fyzikální fakulta |
1999
Abstrakt
Soil improvement by mechanical and chemical stabilization is modelled by laboratory testing clay-sand mixtures and cement-treated sand, respectively. In the first case, the transition from 'clayey' into 'sandy' behaviour was recorded at mixing ratios thadepend on soil porosity.
In the second case, debonding was investigated with sand containing a small admixture (from 2%) of Portland cement.