Laboratory Characterization and Influence of Mineralogy and Grading on the Performance of Treated and Untreated Granular Materials Used as Surface Pavements in Unpaved Road
Table 2
Products concentration and curing time for each test.
Product
CBR
Compressive strength
Brine (L/m²)
3 concentrations tested: 1.2/1.5/1.8
CaCl2(L/m²)
3 concentrations tested: 1.3/1.8/2.3
Polymer (L/m²)
3 concentrations tested: 1.4/2.4/3.4
Cement (%)
4 concentrations tested: 1.5/3.5/4.5/6
Curing time for each sample treated or untreated (days)
