Figure 1:
Basic properties of pure lithomargic soil.
Figure 2:
Properties of stabilizing additives used for the production of geopolymer.
Figure 3:
Materials and glimpses of laboratory experimentations.
Figure 4:
Outcomes of IS light compaction upon geopolymer stabilization at different SCBA amount.
Figure 5:
Results of CBR and UCS upon geopolymer stabilization at various SCBA dosages.
Figure 6:
Relationship between UCS and CBR upon geopolymer stabilization
Figure 7:
Prolonged UCS development for the selected GP-stabilized lithomargic soil blends.
Figure 8:
Prolonged CBR development for the selected GP-stabilized lithomargic soil blends.
Figure 9:
Scanning electron micrograph of optimal GP-stabilized shedi soil matrix.
Figure 10:
Typical low-volume flexible pavement design composition (IRC: SP-72).