Stanovení závislosti meze tekutosti a plasticity zemin na typu zeminy

Abstract

This bachelor thesis is focused on determination two basics consistency limits of soils. Liquid limits are determined by Casagrande method and cone penetration method (Vasil’ev cone). Plastic limits are determined by thread rolling method. The main goal of this paper is not only determination of these consistency limits, but also tracking trends for changing liquid and plastic limits of three different soils. It will be clay with different admixtures of fine grained sand. Next goal is examination of weaknesses, which these methods have. Based on newer research in this field, this paper tries to determinate these consistency limits more accurately. Next thing will be determination of correlation coefficient between Casagrande method and cone penetration method.