The Inovation of CBR Test for the Design of Low Capacity Road Pavements Constructions
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU88760" target="_blank" >RIV/00216305:26110/10:PU88760 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—
Alternative languages
Result language
angličtina
Original language name
The Inovation of CBR Test for the Design of Low Capacity Road Pavements Constructions
Original language description
Some of road design procedures use an empirical approach. It means that the relationship between design inputs and pavement performance are known from experience. Empirical design methods can range from extremely simple to quite complex. The simplest approaches of pavement structural designs are based on CBR test. Value of this well known method depend on different effects, like preparing of the CBR samples moisture content of the material degree of compaction etc. The authors deal with influence of these parameters in relation to CBR values and possibility to determine resilient modulus from CBR test for low capacity roads.
Czech name
—
Czech description
—
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
—
Result continuities
Project
—
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Road and Rail Infrastructure, First International Conference on Road and Rail Infrastructure CETRA 2010
ISBN
978-953-6272-37-2
ISSN
—
e-ISSN
—
Number of pages
9
Pages from-to
—
Publisher name
Neuveden
Place of publication
Chorvatsko
Event location
Opatija
Event date
May 17, 2010
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
—