Figure 1
From: Kaolin based protective barrier in municipal landfills against adverse chemo-mechanical loadings
Illustration depicting the kaolinite structure (a) Stacking of unit layer, (b) termination sites, (c) modes of particle association, (d) variation of the liquid limit of bentonite and kaolinite with NaCl concentration, (e) variation of the sediment volume of bentonite and kaolinite with NaCl and CaCl2 concentration.
