Effect of Lime Filling on the Compactibility of Clay Soils

Abstract Insufficient resilience of the natural environment is one many problems with foundation linear structures, and ways to solve a structure stabilization soils. Fine-grained soils are problematic for traffic construction. The properties clay change due climatic conditions. They swell become plastic in presence water, shrink dry conditions, increase volume, freeze frost. Improving fine-grained lime suitable solution problem purpose soil improvement modify such as creating without cavities gaps, increasing shear strength, reduce compressibility permeability, must be able transfer load further settling (or unnatural compression). Soil can defined an intervention geological or artificially built earth structures (embankments, notches), which resistance subsoil, achieve even settlement object, accelerate consolidation, optimally build etc. We encounter subsoil all types constructions, but most often line constructions water management In our article, we focus on effects treatment lime. treated was F8 (CH) high plasticity.