Influence of Reinforcement Fiberglass Grids Used in Asphalt Pavement on the Bonding of Layers

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU136893" target="_blank" >RIV/00216305:26110/20:PU136893 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.scientific.net/KEM.858.174" target="_blank" >https://www.scientific.net/KEM.858.174</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.858.174" target="_blank" >10.4028/www.scientific.net/KEM.858.174</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Influence of Reinforcement Fiberglass Grids Used in Asphalt Pavement on the Bonding of Layers

Popis výsledku v původním jazyce

The paper deals with the influence of geosynthetic reinforcement systems on the quality of asphalt bonding layers. A reinforcing element in the form of a fiberglass grid is incorporated into the road structure between two asphalt layers to prevent the formation of cracks and to reduce the tendency of their subsequent propagation throughout the asphalt layers. At the same time, however, they form a potential weak interlayer on which adjacent asphalt layers may slip. The total 90 drilled cores taken from a laboratory-produced two-layer slabs were subjected to the Leutner shear test. The selection of individual specimens took into account both the type of reinforcement element and the amount of applied bituminous emulsion.

Název v anglickém jazyce

Influence of Reinforcement Fiberglass Grids Used in Asphalt Pavement on the Bonding of Layers

Popis výsledku anglicky

The paper deals with the influence of geosynthetic reinforcement systems on the quality of asphalt bonding layers. A reinforcing element in the form of a fiberglass grid is incorporated into the road structure between two asphalt layers to prevent the formation of cracks and to reduce the tendency of their subsequent propagation throughout the asphalt layers. At the same time, however, they form a potential weak interlayer on which adjacent asphalt layers may slip. The total 90 drilled cores taken from a laboratory-produced two-layer slabs were subjected to the Leutner shear test. The selection of individual specimens took into account both the type of reinforcement element and the amount of applied bituminous emulsion.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2020

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Key Engineering Materials (web)

ISSN

1662-9795

e-ISSN

—

Svazek periodika

2020

Číslo periodika v rámci svazku

858

Stát vydavatele periodika

CH - Švýcarská konfederace

Počet stran výsledku

8

Strana od-do

174-181

Kód UT WoS článku

—

EID výsledku v databázi Scopus

2-s2.0-85090295019