COMPARATIVE ANALYSIS OF BEARING CAPACITY OF REINFORCED AND NON-REINFORCED RAILWAY EMBANKMENT

COMPARATIVE ANALYSIS OF BEARING CAPACITY OF REINFORCED AND NON-REINFORCED RAILWAY EMBANKMENT

A comparative analysis using the programme ANSYS (FEM) deals with the  generation of the computation model and with the assessment of the influence of the geogrids and the vertical lime-cement columns on the bearing capacity and deformation of the railway embankment on the less load-bearing subsoil....

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Bibliographic Details
Main Authors: Josef Jíra, Jitka Jírová, Michal Micka, Jitka Řezníčková
Format: Article
Language:English
Published: CTU Central Library 2017-08-01
Series:Acta Polytechnica CTU Proceedings
Subjects:
computation model, geogrid, lime-cement columns, embankment, subsoil, bearing capacity, deformation, equivalent (von Misses) stress
Online Access:https://ojs.cvut.cz/ojs/index.php/APP/article/view/4444

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https://ojs.cvut.cz/ojs/index.php/APP/article/view/4444

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