Návrh metody úpravy zeminy pro násyp dopravní komunikace

Abstract

This bachelor thesis is focused on monitoring road embankment treatment. The finite element method software GEO5 is utilized for settlement calculation. The Proctor standard test and Direct shear box test were performed with a soil sample. The main part of this thesis deals with elastic modulus estimation of untreated and cement treated soil. Both untreated and treated samples are used for settlement calculation. The final results are compared and presented together with practical recommendations.

Description

Subject(s)

embankment, settlement, soil stabilization, modulus of elasticity, modulus of deformation, finite element method

Citation