Predicted and measured time-dependent behaviour of highway embankment on cohesive soil stratum
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F26%3A0176836" target="_blank" >RIV/00216305:26110/26:0176836 - isvavai.cz</a>
Result on the web
<a href="https://cetra.grad.hr/ocs/index.php/cetra6/cetra2020/paper/view/1025" target="_blank" >https://cetra.grad.hr/ocs/index.php/cetra6/cetra2020/paper/view/1025</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.5592/CO/cetra.2020.1025" target="_blank" >10.5592/CO/cetra.2020.1025</a>
Alternative languages
Result language
angličtina
Original language name
Predicted and measured time-dependent behaviour of highway embankment on cohesive soil stratum
Original language description
Highway embankments are important structural elements in modern road infrastructure. If such a construction is built on cohesive low-permeability soils, it is necessary to perform a prediction of long-term settlements and excess pore pressures. The paper presents a numerical analysis of an instrumented embankment constructed in the Czech Republic using the finite element method. Two alternative constitutive models were employed throughout the analysis: standardly used linear elastic perfectly plastic model and elastoplastic model with volumetric and shear hardening with stress-dependent stiffness. A construction sequence was modelled in detail including durations of partial construction stages. Both the settlements of subsoil (in short-term and long-term conditions) and excess pore pressures measured in multiple depths were evaluated and compared with predictions. Results employing a more complex constitutive model show a reasonably good agreement with measurement both in terms of settlements and pore pressures. The application of a perfectly plastic constitutive model leads to an overestimation of settlements.
Czech name
—
Czech description
—
Classification
Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
—
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2021
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
6th International Conference on Road and Rail Infrastructure (CETRA)
ISBN
978-953-8168-48-2
ISSN
1848-9842
e-ISSN
1848-9850
Number of pages
8
Pages from-to
1-8
Publisher name
—
Place of publication
—
Event location
Pula
Event date
May 20, 2021
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
—