Piled Embankment Design Comparison-Reference-Cited by-同舟云学术

Piled Embankment Design Comparison

Published:2015-05-01 Issue:1 Volume:11 Page:76-82
ISSN:1336-5835
Container-title:Civil and Environmental Engineering
language:en
Short-container-title:

Author:

Drusa Marián¹,Kais Ladislav²,Vlček Jozef²,Mečár Martin³

Affiliation:

1. Department of Geotechnics, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, 010 26 Žilina.

2. Department of Geotechnics, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, 010 26 Žilina

3. Department of Railway Engineering, Faculty of Civil Engineering, University of Žilina, Univerzitná 8215/1, 010 26 Žilina

Abstract

Abstract There are currently several national standards or regulations for the design of the piled embankment, providing suitable solutions for foundation of transport structure on soft, high compressible subsoil, [1]. The most widely used and the best-known standard is British Standard BS8006 [2], which was confronted with another analytical design methodologies (Ebgeo, CUR). Today’s popularity and versatility of FEM numerical models brings many advantages, which analytical methods cannot achieved, but must be verified by proposed scaled physical model, which was currently being developed by Department of Geotechnics, University of Žilina.

Publisher

Walter de Gruyter GmbH

Subject

Civil and Structural Engineering,Environmental Engineering

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