Verification of Influence of Curing and Process of Hydration by Damping Coefficient and Loss in Weight
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F14%3APU112911" target="_blank" >RIV/00216305:26110/14:PU112911 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Verification of Influence of Curing and Process of Hydration by Damping Coefficient and Loss in Weight
Original language description
Non-destructive acoustic analysis method Impact-echo method as a traditional for civil engineering was used for experiment. This paper reports the experiment during hardening and drying of specimens of alkali activated slag mortars. Alkali activated slag is a material having a great potential to be used in practice. The main drawback of this material is a high level of autogenous and especially drying shrinkage, which causes a deterioration of the mechanical properties. The aim of this paper is introduce the effect of method curing of mortars and time curing on the microstructure of alkali activated slag mortars. An understanding of microstructure performance relationships is the key to true understanding of material behaviours.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
12th WORKSHOP NDT 2014 - NON-DESTRUCTIVE TESTING IN ENGINEERING PRACTICE
ISBN
978-80-214-5099-8
ISSN
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e-ISSN
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Number of pages
69
Pages from-to
60-64
Publisher name
Brno University of Technology
Place of publication
Brno
Event location
Brno
Event date
Dec 3, 2014
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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