The role of mechanically stabilized base on the performance of top asphalt layer
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F25%3A00385159" target="_blank" >RIV/68407700:21110/25:00385159 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.1051/e3sconf/202564403014" target="_blank" >https://doi.org/10.1051/e3sconf/202564403014</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/e3sconf/202564403014" target="_blank" >10.1051/e3sconf/202564403014</a>
Alternative languages
Result language
angličtina
Original language name
The role of mechanically stabilized base on the performance of top asphalt layer
Original language description
The paper describes a laboratory study aimed at the influence of a granular layer mechanically stabilized by a multiaxial geogrid as the base on the performance of the top asphalt layer. Full-scale models with standard and composite bases were assembled in the laboratory facility of the Czech Technical University in Prague. Comparative models were dynamically loaded with the same amount of 100,000 loading cycles and equipped with few types of gauges. The settlement of a concrete circular loading plate placed on the top surface of the asphalt layer was a key parameter. Furthermore, observations included a precise deformation of geogrid, deformation of the contact between the asphalt layer and aggregate base, and horizontal pressures on the experimental box side wall as well. Comparison of the performance of the models showed a very positive influence of the mechanically stabilized layer leading even to the possibility of some reduction of asphalt and base thickness. It has economic sense, of course, but it also could solve a lack of proper natural aggregate which is already observed in some regions.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/CK02000293" target="_blank" >CK02000293: Adaptation of the French method of evaluation of track substructure for high-speed lines into the Czech Republic conditions</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2025
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
EUROGEO 8 - 8th European Conference on Geosynthetics
ISBN
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ISSN
2555-0403
e-ISSN
2267-1242
Number of pages
10
Pages from-to
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Publisher name
EDP Sciences - Web of Conferences
Place of publication
Les Ulis Cedex A
Event location
Lille
Event date
Sep 15, 2025
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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