Analýza kritické a vrcholové pevnosti prohněteného jílu z lomu Jiří

This Thesis deals with the determination of the critical and peak strength of clay fill soils from open mine Jiří. The strenght of clay was determined by conventional triaxial apparatus and triaxial apparatus with frictionless specimens, and two types of direct shear box: translational and ring shea...

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Bibliographic Details
Main Author: Mužík, Vlastimil
Other Authors: Boháč, Jan
Format: Dissertation
Language:Czech
Published: 2014
Online Access:http://www.nusl.cz/ntk/nusl-341344