Fig. 7
From: Mechanical properties of aeolian sand cemented via microbially induced calcite precipitation (MICP)

Curves of hydraulic conductivity versus curing time (a) ρd = 1.45 g/cm3, (b) ρd = 1.55 g/cm3, (c) ρd = 1.65 g/cm3.
From: Mechanical properties of aeolian sand cemented via microbially induced calcite precipitation (MICP)

Curves of hydraulic conductivity versus curing time (a) ρd = 1.45 g/cm3, (b) ρd = 1.55 g/cm3, (c) ρd = 1.65 g/cm3.